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Home My WebLink About125 Buckland Hills Drive (2) CONCRETE MASONRY, MORTAR, OR Eastern _ Testing Materials GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Monarca Mason Cli nt: Target Stores I M Supplier: mixed on site JAW010M GBO'I=INC. PLACEMENT DATA Date Cast: 5/10/00 Set No. :G 1 Sample Width 3.00 Length 7.00 Test Specimen Type: — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout — Mortar EMTL Technician: J.E. Anderson Mix Proportions: , Quantity: 7 cy 2500 lbs Sand, 700 lbs Cement, 5.7 oz Air, 157.7 Slump: 4.75" lbs water Truck No. : 144 Ticket No. : 66288 Specimen Temperature: 68 degrees F Weather: overcast 50 degrees F Total Location of Masonry Construction: Foundation J-1 to F-1 Location of Sample Origin: H-1, 5 courses from top of footing Comments: Specimen No. G 1 A G 1 B G 1 C G 1 D Date Cast 5/10/00 5/10/00 5/10/00 5/10/00 •'GONN•o•,, Date Tested 5/17/00 6/7/00 6/7/00 6/7/00 •� •'•JJAO•C �� ( 7 days) (28 days) (28 days) ( 28 days) Weight lbs 5.34 5.40 5.52 5.42 : End Area (sq in) 9.00 10.56 10.56 10.56 01 Load (lbs) 21,298 33,447 31,588 34,910 ��• . • S�••'�,� Stress (psi) 21370 3,170 21990 31310 R vi wed By Date:Date: /�/c�c. VLAP LAB CODE#10315-0 000 TEST RESULTS aDO [--J DO NOT The above repoaud best results were attained through COMPLY WITH SPECIFICATIONS pr000dures performed in accordance with ASTM C31, ARE NOT COMPLETE EIN/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR • Eastern GROUT COMPRESSIVE TEST SUMMARY - Materials TafL� TI bor,t�n Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Monarca Mason Cli nt: Target Stores ' " ' • Supplier: mixed on site JA WORM PLACEMENT DATA Dat Cast: 5/10/00 Set No. :G 1 T st Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grout d Masonry Prism Grout Required Strength: 3000 psi X _ _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2500 lbs Sand, 700 lbs Quantity: 7 cy Cement, 5.7 oz Air, 157.7 Slump: 4.75" lbs wat r Truck No. : 144 Ticket No. : 66288 Specim n Temperature: 68 degrees F Weather: overcast 50 degrees F Total Location of Masonry Construction: Foundation J-1 to F-1 Location of Sample origin: H-1, 5 courses from top of footing Comm nts: Specim n No. G 1 A G I B G 1 C G 1 D Date Cast 5/10/00 5/10/00 5/10/00 5/10/00 Dat T sted 5/17/00 6/7/00 6/7/00 7/5/00 ( 7 days) (28 days) (28 days) ( 56 days) Weight (lbs) 5.34 5.40 5.52 5.42 End Area (sq in) 9.00 9.00 9.00 6.00 Load (lbs) 21,298 Stress (psi) 2,370 Reviewed By• Date: PJVLAP LAB CODE#10315-0 TEST RESULTS [-] DO DO NOT The above reputed test results were attained through CO LY WITH SPECIFICATIONS procedures performed in ac mdance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY `U Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Monarca Mason Client: Target Stores is Supplier: mixed on site JAw0RSIG GEOIECEL BW. PLACEMENT DATA Dat Cast: 5/11/00 Set No. :G 2 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grout d Masonry Prism Grout Required Strength: 3000 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 7 cy Slump: 8.0" Truck No. : 130 Ticket No. : 3009 Sp cimen Temperature: 62 degrees F Weather: overcast 54 degrees F Total Location of Masonry Construction: E-1 to C.5-1 exterior wall Location of Sample Origin: Column line D-1, 5th course up from the footing Comments: Specimen No. G 2 A G 2 B G 2 C G 2 D Dat Cast 5/11/00 5/11/00 5/11/00 5/11'/00 Dat T sted 5/18/00 6/8/00 6/8/00 6/8/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.66 5.58 5.68 5.76 End Ar a (sq in) 9.00 9.00 9.00 6.00 Load (lbs) 15,859 Stress (psi) 1,760 Revi wed Byr Date: '5 /elW PYVLAP LAB CODE#10315-0 TEST RESULTS DOF-I DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY Testing Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Monarca Mason Client: Target Stores Supplier: mixed on site JAw0RSIG GEOTM INC. PLACEMENT DATA Date Cast: 5/11/00 Set No. :G 2 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout � - - Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 7 cy Slump: 8.01, Truck No. : 130 Ticket No. : 3009 Specimen Temperature: 62 degrees F Weather: overcast• 54 degrees F Total Location of Masonry Construction: E-1 to C.5-1 exterior wall Location of Sample Origin: Column line D-1, 5th course up from the )Eooting Comments: Specimen No. G 2 A G 2 B G 2 C G 2 D Date Cast 5/11/00 5/11/00 5/11/00 5/11/00 v%0% GoN�°•a Date Tested 5/18/00 6/8/00 6/8/00 6/8/00 •l`�• JAW, � . { 7 days) (28 days) (28 days) ( 28 days T Weight (lbs) 5.66 5.58 5.68 5.76 � R i i l • • 4 End Area (sq in) 9.00 10.56 10.56 10.56 -o,A:• No,1 ��Z Load (lbs) 15,859 21,792 24,106 27,744 �`'•�� NS .... .•��tJ�'•� S� N AI. Stress (psi) 11760 2,060 21280 2,630 R vi wed By: - Date: (P1'y1QJ 04VLAP LAB CODE#10315-0 TEST RESULTS DO 2 DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedmes performed in accordance with AS•IM C31, E]ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR zastem GROUT COMPRESSIVE TEST SUMMARY EMT m`ta'`�' Project: Target Project No.: 00141C A Division of South Windsor, CT Contractor: Monarca Mason Client: Target Stores Im Supplier: mixed on site JAG WORM PLACEMENT DATA Date Cast: 5/11/00 Set No.:M 1 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 2500 psi - Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 1 part Cement, 3 part Sand, 2 part Water, 1/2 Slump: 4" part Lime Truck No. : n/a Ticket No. : n/a Specimen Temperature: 64 degrees F Weather: 60 degrees F Total Location of Masonry Construction: Column line D-1, 3 courses up from footing Location of Sample Origin: Column line D-1, 3 courses up from footing Comments: �1111111180 CONS,.'' Specimen No. M 1 A M 1 B M 1 C 0' • ,9•.. Date Cast 5/11/00 5/11/00 5/11/00 * : -•ice Date Tested 5/18/00 6/8/00 6/8/00 r ( 7 days) (28 days) (28 days) �'•. No. 56p Weight (lbs) 0.56 0.56 0.56 '�Fs, '. N . '''\a��'` End Area (sq in) 4.00 4.00 4.00 � saL Load (lbs) 6,941 14,317 15,958 Str ss (psi) 1,740 31580 31990 Revi wed By: Date: (o �,(/ VLAP LAB CODE#10315-0 TEST RESULTS [:�fDO FIDO NOT The above repaired rest resntts were attained through COMPLY WITH SPECIFICATIONS peifomied in acoordawe with ASTM C31, ARE NOT COMPLETE N/A 099 C94,C1439 C172,C192,CB 1,C617,C1231. CONCRETE MASONRY, MORTAR, OR Ustern GROUT COMPRESSIVE TEST SUMMARY amft I rator7 Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Monarca Mason Client: Target Stores Supplier: mixed on site JAWORW PLACEMENT DATA Date Cast: 5/11/00 Set No. :M 1 Test specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required Strength: 2500 psi _ g Mortar EMTL Technician: J.E. Anderson Mix Proportions: 1 part Cement, 3 part Quantity: 1 cy Sand, 2 part Water, 1/2 slump: 4" part Lime Truck No. : n/a Ticket No. : n/a Specimen Temperature: 64 degrees F weather: 60 degrees F Total Location of Masonry Construction: Column line D-1, 3 courses up from footing Location of sample origin: Column line D-1, 3 courses up from footing Comments: Specimen No. M 1 A M 1 B M 1 C Date Cast 5/11/00 5/11/00 5/11/00 Date Tested 5/18/00- 6/8/00 6/8/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.56 0.56 0.56 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 6,941 Stress (psi) 19740 Reviewed By: to: VLAP LAB CODE#10315-0 TEST RESULTS FIDO M DO NOT The above reported test results were attained through g Y WITH SPECIFICATIONS procedures paformed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Y�tai�lt GROUT COMPRESSIVE TEST SUMMARY a Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Tilcon JAWORM GBOTBM PLACEMENT DATA Date Cast: 5/12/00 Set No. :G 3 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: . 915 lbs Cement, 2820 lbs Quantity: 8 cy Sand, 294.6 lbs Water Slump: 6.5" Truck No. : 934 Ticket No. : 235290 Specimen Temperature: 66 degrees F Weather: overcast some light rain, 55 degrees F Total Location of Masonry Construction: 18 course up from floor slab J-1 to F.5-1 Location of Sample Origin: G-1, 18 course Comments: Specimen No. G 3 A G 3 B G 3 C G 3 D Date Cast 5/12/00 5/12/00 5/12/00 5/12/0'0 �� ....••••••.. �C•". Date Tested 5/19/00 6/9/00 6/9/00 6/9/00 :,�Q;• JA{�,o9.:CI •s ( 7 days) (28 days) (28 days) ( 28 dayt)y S�del Weight (lbs) 5.82 6.04 6.06 5.78 30 End Area (sq in) 9.00 10.56 10.56 10.56 • �0, • NgEO; Load (lbs) 17,580 43,782 33,618 40,480 QRT Stress (psi) 1,950 40,150 3,180 31830 Reviewed By. Date:��Y/c.� NVLAP LAB CODE#10315-0 TEST RESULTS O DO NOT 110 above reported test results were attained through COMPLY WITH SPECIFICATIONS pr000dures paformed in acoordanc a with ASTM C31, ARE NOT COMPLETE [:] N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR rastem materias GROUT COMPRESSIVE TEST SUMMARY am WUng T�� L.bor.tory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores supplier: mixed on site JAWORM PLACEMENT DATA Date Cast: 5/12/00 Set No. :M 2 Test specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi _ Grout x Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2 Cement, 3 sand, 1 1/2 Quantity: 1 cy water and 1 Lime slump: 4" Truck No. : n/a Ticket No. : n/a specimen Temperature: 64 degrees F weather: overcast light rain, 55 degrees F otal Location of Masonry construction: J-1 to F-5.1 and J-1 to J-4.5 Location of sample origin: H-1, 10 course up Comments: specimen No. M 2 A M 2 6 M 2 C Date Cast 5/12/00 5/12/00 5/12/00 Date Tested 5/19/00 6/9/00 6/9/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.64 0.62 End Area (sq in) 4.00 4.00 4.00 . Load (lbs) 14,851 stress (psi) 3,710 Reviewed B . Date: ,..r VLAP LAB CODE#10315.0 TEST RESULTS FIDO n DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS Procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern Materids GROUT COMPRESSIVE TEST SUMMARY EwLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores IM Supplier: mixed on site JAWORSK[ G®OTBM W. PLACEMENT DATA Date Cast: 5/12/00 Set No. :M 2 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism Required Strength: 1800 psi - Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: - Quantity: 1 cy 2 Cement, 3 Sand, 1 1/2 Water and 1 Lime Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 64 degrees F Weather: overcast light rain, 55 degrees F ''Total Location of Masonry Construction: J-1 to F-5.1 and J-1 to J-4.5 Location of Sample Origin: H-1, 10 course up Comments: Specimen No. M 2 A M 2 B M 2 C Date Cast 5/12/00 5/12/00 5/12/00 o C®tVN� Date Tested 5/19/00 6/9/00 6/9/00 �!.•'' Jq •.t �`Ed ( 7 days) (28 days) (28 days) .� kp- • Weight (lbs) 0.62 0.64 0.62 yF ; End Area (sq in) 4.00 4.00 4.00 'o,A�;• (0 ' .17 0 4t Load (lbs) 14,851 18,648 18,507 �<`''c... E•'.G`V�tI S� NAIE�- Stress (psi) 31710 41660 4,630 ""ertR Revi wed By: Date: �( � VLAP LAB CODE#10315-0 TEST RESULTS [j�fDO [] DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures pafonned in acoordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Ustern mat"t.i. GROUT COMPRESSIVE TEST SUMMARY am�«�r, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction client: Target stores I M- supplier: Aiudi Concrete JA j{j GBOTML INC. PLACEMENT DATA Date Cast: 5/13/00 set No. :G 4 Test specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required strength: 3000 psi X Grout Mortar EMTL Technician: I.E. Anderson Mix Proportions: 1500 lbs sand 1, 1050 lbs Quantity: 6 cy sand 2, 560 lbs Cement 2, slump: 7.5" 240 lbs Cement 3, 199.9 lbs water Truck No. : 148 Ticket No. : 3050 Specimen Temperature: 72 degrees F weather: light rain, 54 degrees F -otal Location of Masonry Construction: F-1 to D-1 Location of sample Origin: Column line E-1, 18th course Comments: Specimen No. G 4 A G 4 B G 4 C G 4 D Date Cast 5/13/00 5/13/00 5/13/00 5/13/00 Date Tested 5/20/00 6/10/00 6/10/00 6/10/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 5.42 5.76 5.44 5.56 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 239334 stress (psi) 2,590 Reviewed By. _ Date: JNVLAP LAB CODE#10315-0 TEST LILTS DO DO NOT The above reported test results were attained through CO LY WITH SPECIFICATIONS procedures pafomnwd in awordance with AMU C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Z"tem GROUT COMPRESSIVE TEST SUMMARYaY rbUrnt ry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target StoresMe Supplier: Aiudi Concrete JAWORM GBOTWL Me PLACEMENT DATA Date Cast: 5/13/00 Set No. :G 4 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout — Mortar EMTL Technician: J.E. Anderson Mix Proportions: 1500 lbs Sand 1, 1050 lbs Quantity: 6 cy Sand 2, 560 lbs Cement 2, Slump: 7.5" 240 lbs Cement 3, 199.9 Truck No.: 148 lbs Wat r Ticket No. : 3050 Specimen Temperature: 72 degrees F Weather: light rain, 54 degrees F Total Location of Masonry Construction: F-1 to D-1 Location of Sample Origin: Column line E-1, 18th course Comments: Specimen No. G 4 A G 4 B G 4 C G 4 D Date Cast 5/13/00 5/13/00 5/13/00 5113/00 o`v O� .ONNF�r•� Date Tested 5/20/00 6/10/00 6/10/00 6/10/00 �� y 'AwOC ( 7 days) (28 days) (28 days) ( 28 day" Weight (lbs) 5.42 5.76 5.44 5.56 40 � End Area (sq in) 9.00 10.56 10.56 10.56 'ql�0 -P ` ;0,� ....N'S Load (lbs) 23,334 36,188 31,146 31,805 D L��? e� as aaae Str ss (psi) 20,590 3,430 21950 31010 Reviewed By Date: VLAP LAB CODE#10316-0 TEST RESULTS OODO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS pmooedW-ms pafiormed in accordance with ASTM C31, ARE NOT COMPLETE EIN/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR _ GROUT COMPRESSIVE TEST SUMMARY amt� Laboratory Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction A Division of Client: Target Stores Supplier: mixed on site WORSKI GE01Pt�I.II11C. PLACEMENT DATA Date Cast: 5/13/00 Set No. :M 3 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 3 sand, 1 1/2 water, 1 Quantity: 1 cy Lime and 2 Cement slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees F weather: light rain, 54 degrees F ,dotal Location of Masonry Construction: Column line B-1 to D-1 Location of sample origin: C-1, 3 course Comments: Specimen No. M 3 A M 3 B M 3 C Date Cast 5/13/00 5/13/00 5/13/00 Date Tested 5/20/00 6/10/00 6/10/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 159049 Stress (psi) 39760 Reviewed By• Date: S'/2�"' VLAP LAB CODE#10315-0 TEST RESULTS EJ4D' 0 R DO NOT The above rq)orbed test results viafe attained ducuo . COMPLY WITH SPECIFICATIONS pr000dures puibmied in accordance with ASTM C31; .EJARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Z"tem GROUT COMPRESSIVE TEST SUMMARY am T r, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores IM Supplier: mixed on site JAw0RSE (MT=24C. PLACEMENT DATA Date Cast: 5/13/00 Set No. :M 3 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 1/2 Water, 1 Lime and 2 Cement Slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees F Weather: light rain, 54 degrees F Total Location of Masonry Construction: Column One B-1 to D-1 Location of Sample Origin: C-1, 3 course Comments: Specimen No. M 3 A M 3 B M 3 C ,,,, '��r�,s��`/ Date Cast 5/13/00 5/13/00 5/13/00 .•CON& Date Tested 5/20/00 6/10/00 6/10/00 �,, • �1'JA1{'O•'•� `' ( 7 days) (28 days) (28 days) i' Weight (lbs) 0.62 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 � •Oil •` S� Load (lbs) 15,049 25,193 23,137 '�� S' •••*••NC?� Stress (psi) 31760 6,300 51780 R vi wed By: Date: (V /f y�a�, VLAP LAB CODE#10315-0 TEST RESULTS [�rD�OF-I DO NOT The above reported test results were attained through . COMPLY WITH SPECIFICATIONS pr000d paformed in acomftwe with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY '� T u`' Laboratory Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction A Division of Client: Target stores supplier: mixed on site - JA��WO�R K�I PLACEMENT DATA Date Cast: 5/14/00 Set No. :M 4 Test Specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi Grout X Mortar - EMTL Technician. J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement slump: 3.5" Truck No. : n/a Ticket No. : n/a specimen Temperature: 72 degrees F weather: clear, 65 degrees F otal Location of Masonry Construction: C-1 to A-2.5, J-1 to J-4 Location of Sample origin: Column line A-1, 3 course from floor Comments: specimen No. M 4 A M 4 B M 4 C Date Cast 5/14/00 5/14/00 5/14/00 Date Tested 5/21/00 6/11/00 6/11/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 12,695 stress (psi) 3,170 Reviewed By: a e: VLAP LAB CODE#10315-0 TEST RESULTS DDO El DO NOT The above roponod test results were attained duough CO Y WITH SPECIFICATIONS procedurm pelftmied in ac:oordance with ASTM C31; ARE NOT COMPLETE N/A C390 C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern oratory GROUT COMPRESSIVE TEST SUMMARY amb Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site JAW0RM G®OTECIL II11C. PLACEMENT DATA Date Cast: 5/14/00 Set No. :M 4 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi - Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: I Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 3.51' Truck No. : n/a Ticket No. : n/a Specimen T mperature: 72 degrees F Weather: clear, 65 degrees F Total Location of Masonry Construction: C-1 to A72.5, J-1 to J-4 Location of Sample Origin: Column line A-1, 3 course from floor Comments: Specimen No. M 4 A M 4 B M 4 C Date Cast 5/14/00 5/14/00 5/14/00 0*0 OF Date Tested 5/21/00 6/11/00 6/11/00 #.'v!G•.•• ""'''•••C� ( 7 days) (28 days) (28 days) '� A�O.Q'•��•�"e co •:G Weight (lbs) 0.62 0.62 0.62 "� End Area (sq in) 4.00 4.00 4.00 Load (lbs) 12,695 20,072 20,052 QA`%•..• S .• '�, ON LE Stress (Psi) 3,170 5,020 5,010 Revi wed By. Date: (, If y100 INVLAP LAB CODE#10315-0 TEST RESULTS DO n DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31; ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR • eastern GROUT COMPRESSIVE TEST SUMMARY T ng Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: Aiudi Concrete J1AGBOTE �� PLACEMENT DATA Date Cast: 5/15/00 set No. :G 5 Test specimen Type: sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required strength: 3000 psi x Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 8 cy slump: 10" Truck No. : 131 Ticket No. : 3062 Specimen Temperature: weather: clear, 60 degrees otal Location of Masonry construction:walI C1 to-Al Location of sample origin:col . line C-1 top course Comments: specimen No. G 5 A G 5 B G 5 C Date Cast 5/15/00 5/15/00 5/15/00 Date Tested 5/22/00 6/12/00 6/12/00 ( 7 days) (28 days) (28 days) weight (lbs) 5.38 5.28 5.32 End Area (sq in) 9.00 9.00 9.00 . Load (lbs) 23,631 stress (psi) 29630 Revi ewed B - Date: �� /w 1 VLAP LAB CODE#1 03 5-0 TEST RESULTS DDO n DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY m Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JA �GBGT=� PLACEMENT DATA Date Cast: 5/15/00 Set No. :G 5 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Grout Required Strength: 3000 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy not provided Slump: 10" Truck No. : 131 Ticket No. : 3062 Specimen Temperature: Weather: clear, 60 degrees Total Location of Masonry Construction:wall C1 to- Al Location of Sample Origin:col. line C-1 top course Comments: Specimen No. G 5 A G 5 B G 5 C G 5 D 1111188 Date Cast 5/15/00 5/15/00 5/15/00 5/15/00 ,of.C�NN,•��es JAty, Date Tested 5/22/00 6/12/00 6/12/00 6/12/00 ;•Q:� 4,9�:,��c ( 7 days) (28 days) (28 days) ( 28 days,)CO Ir : -4 Weight (lbs) 5.38 5.28 5.32 5.40 '. No.17 Q- End Area (sq in) 9.00 10.56 10.56 10.56 �0; •f gEO,:��.� Load (lbs) 23,631 31,858 33,374 32,471 S' ON •t FN�� Str ss (psi) 21630 3,020 3,160 3,070 R viewed By. Date: &,//-J'/Up PYVLAP LAB CODE#10315-0 TEST RESULTS &DO DO NOT The above repmW test results were attained through COMPLY WITH SPECIFICATIONS pmoWmes pafonled in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY : Tebo `ory Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction A Division of client: Target stores Supplier: mixed on site • •.� JAWORSIU PLACEMENT DATA GPO'IWL INC. Date Cast: 5/15/00 Set No. :M 5 Test specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: weather: clear, 60 degrees 3tal Location of Masonry Construction:C-1 to B-1, J-1 to J-4 Location of Sample origin:B-1 10 course up from first floor wall Comments: Specimen No. M 5 A M 5 B M 5 C Date Cast 5/15/00 5/15/00 5/15/00 Date Tested 5/22/00 6/12/00 6/12/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 89958 Stress (psi) 29240 Reviewed By: Date: 21 � VLAP LAB CODE#10315-0 TEST LILTS DOF-I DO NOT The above reported test results were attained through CO LY WITH SPECIFICATIONS procedures paformod in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY '�' «� Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores _ Supplier: mixed on site JAWORM GBGTML M PLACEMENT DATA Date Cast: 5/15/00 Set No. :M 5 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: clear, 60 degrees Total Location of Masonry Construction:C-1 to B-1-1 J-1 to J-4 Location of Sample Origin:B-1 10 course up from first floor wall Comments: Specimen No. M 5 A M 5 B M 5 C Qboa0618811a Date Cast 5/15/00 5/15/00 5/15/00 CONN��` 4 Date Tested 5/22/00 6/12/00 6/12/00 Q- 'JAO '; s ( 7 days) (28 days) (28 days) COD % Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 '• �� Qe ,: 4 Load (lbs) 8,958 14,554 13,888 '� �• ■eaaa� Stress (psi) 2,240 31640 3,470 R vi wed By: Date: �y �j-'��,�, IVLAP LAB CODE#10315, TEST RESULTS [aeDO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS Inooedmes paformed in avoordanoe with ASTM C31, EIARE NOT COMPLETE EINIA C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY .. L.bor.t.,, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Storesa gas Supplier: Aiudi Concrete JAWORM GBOT=II11C. PLACEMENT DATA Date Cast: 5/16/00 Set No. :G 6 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Grout Required Strength: 3000 psi X _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8cy not provided Slump: 7" Truck No. : 151 Ticket No. : 3076 Specimen Temperature: Weather: clear, 10 degrees ,Total Location of Masonry Construction:wall and foundation wall A 2.5 to A 6.5 Location of Sample Origin:foundation wall 5.5' Comments: Specimen No. G 6 A G 6 B G 6 C G 6 D Date Cast 5/16/00 5/16/00 5/16/00 5/16/Ob Date Tested 5/23/00 6/13/00 6/13/00 6/13/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 6.36 6.04 5.98 5.82 End Ar a (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 241,772 28,885 27,131 29,894 Str ss (psi) 2,350 21740 21570 2,830 Reviewed By:---- Date: `�s�� VLAP LAB CODE#10315-0 TEST RESULTS DO ErDO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS prooedores pnformod in a000s,dance with AS7 M C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,CI 23 1. CONCRETE MASONRY, MORTAR, OR - Za,ttrn GROUT COMPRESSIVE TEST SUMMARY aWLT,"bUo'.t'ry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: mixed on site JAG �II G PLACEMENT DATA Date Cast: 5/16/00 Set No. :M 6 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi _ Grout g Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: Truck No. : n/a Ticket No. : n/a Specimen Temperature: 58 degrees weather: clear "otal Location of Masonry Construction:col . line A-4.5 to 6.5 foundation wall Location of sample origin:col . line 5.0 foundation wall Comments: Specimen No. M 6 A M 6 B M 6 C Date Cast 5/16/00 5/16/00 5/16/00 Date Tested 5/23/00 6/13/00 6/13/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.60 End Area (sq in) 4.00 4.00 4.00 . Load (lbs) 159207 Stress (psi) 31800 Revi ewed By: — Date: S'� INVLAP LAB CODE#10315-0 rkRF-4ULTS DOF-I DO NOT The above rcported test results were attained throughWITH SPECIFICATIONS procedures performed in accordance with ASTM C31, NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastem GROUT COMPRESSIVE TEST SUMMARY am_« ''' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: Aiudi concrete WOR KI GBOTEaLm PLACEMENT DATA Date Cast: 5/16/00 Set No. :G 6 Test specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism g Grout Required strength: 3000 psi _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 8cy Slump: 7" Truck No. : 151 Ticket No. : 3076 Specimen Temperature: weather: clear, 70 degrees -otal Location of Masonry Construction.-wall and foundation wall A 2.5 to A 6.5 Location of Sample origin:foundation wall 5.5' Comments: specimen No. G 6 A G 6 B G 6 C G 6 D Date Cast 5/16/00 5/16/00 5/16/00 5/16/06 Date Tested 5/23/00 6/13/00 6/13/00 6/13/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 6.36 6.04 5.98 5.82 End Area (sq in) 4.00 4.00 4.00 4.00 Load (lbs) 14,772 stress (psi) 39690 Reviewed By: Date: S' 7" A`0 JNVLAP LAB CODE#10315-0 E ULTS DO DO NOT The above reported test results were attained through WITH SPECIFICATIONS procedures Puformed in accordance with ASTM C31, NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY l,""'r, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores IM Supplier: mixed on site JAWORM CANnim II1TC. PLACEMENT DATA Date Cast: 5/16/00 Set No. :M 6 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism Required Strength: 1800 psi - Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: Truck No. : n/a Ticket No. : n/a Specimen Temperature: 58 degrees Weather: clear Total Location of Masonry Construction:col. line A-4.5 to 6.5 foundation wall Location of Sample Origin:col. line 5.0 foundation wall ) Comments: Specimen No. M 6 A M 6 B M 6 C Date Cast 5/16/00 5/16/00 5/16/00 Date Tested 5/23/00 6/13/00 6/13/00 of •ONN&6 4��`® ( 7 days) (28 days) (28 days) Q.� •JA O�.: o: Weight (lbs) 0.62 0.62 0.60 End Area (sq in) 4.00 4.00 4.00 �-10 17 Q Load (lbs) 15,207 18,747 19,735 , , `SS ,, ... •`J�? LE Stress (psi) 3,800 41690 4,930 " r.R Rig Revi wed By.— e: w Ile,-dua JNVLAP LAB CODE#10315-0 TEST RESULTS [�rD�O DO NOT The above repolUd test results were attained through COMPLY WITH SPECIFICATIONS procedures paf0med in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastam GROUT COMPRESSIVE TEST SUMMARY - Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: Aiudi concrete JAW' {I PLACEMENT DATA Date Cast: 5/17/00 set No. :G 7 Test specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 _ Grouted Masonry Prism g Grout Required strength: 3000 psi _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Not provided Quantity: 8 cy slump: 7" Truck No. : 151 Ticket No. : 3105 specimen Temperature: 78 degrees weather: clear, 80 degrees -otal Location of Masonry Construction wall col . line A-2 to A 6.5 Location of Sample origin:A.3 top grout lift Comments: specimen No. G 7 A G 7 B G 7 C G 7 D Date cast 5/17/00 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 6/14/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.28 5.28 5.36 5.32 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 20,746 stress (psi) 2,310 Reviewed By• Date: S 2s- a J VLAP LAB CODE#10315-0 TEST RESULTS DOF-I DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS procedures pufotined in accordance wih ASTM C31 ARE NOT COMPLETE [:]N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY a « ''' T=2r tort' Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: mixed on site 1AAW0�R�I{I PLACEMENT DATA Date Cast: 5/17/00 set No. :M 7 Test specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required Strength: 1800 psi _ g Mortar- EMTL Technician: J.E. Anderson Mix Proportions: 3 sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: clear, 70 degrees 'otal Location of Masonry Construction:col . line 3.7 to 7.5 Location of sample origin:col . line A-7 wall 4 courses up from floor Comments: specimen No. M 7 A M 7 B M 7 C Date Cast 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.60 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,407 stress (psi) 39350 Reviewed By: _ Date: Z.�A) VLAP LAB CODE#10315 TFARE ULTS E] DO DO NOT The above reported test results were attained through CWITH SPECIFICATIONS procodiucs performed in accordance with ASTM C31, NOT COMPLETE [:1N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARYMaterials Laboratory Project: Target Project NO. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores M Supplier: mixed on site JAWMSIG GBOTOMM PLACEMENT DATA Date Cast: 5/17/00 set No. :M 7 Test specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required Strength: 1800 psi _ g Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: clear, 70 degrees -otal Location of Masonry Construction:col . line 3.7 to 7.5 Location of Sample origin:col . line A-7 wall 4 courses up from floor Comments: Specimen No. M 7 A M 7 B M 7 C Date Cast 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.60 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,407 Stress (psi) 39350 Reviewed By: Date: ZS �-�v VLAP LAB CODE#10315-0 TEST RESULTS DO M DO NOT The atx me reported test results wen attained*.ugh . COMP Y WITH SPECIFICATIONS prowdures performed in a=rdanc a with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Ustem GROUT COMPRESSIVE TEST SUMMARY « ry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores •� � • Supplier: Aiudi Concrete JAGBOTWORM PLACEMENT DATA Date Cast: 5/17/00 Set No. :G 7 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy Not provided Slump: 7" Truck No. : 151 Ticket No. : 3105 Specimen Temperature: 78 degrees Weather: clear, 80 degrees Total Location of Masonry Construction:wall col. 'line A-2 to A 6.5 Location of Sample Origin:A.3 top grout lift Comments: Specim n No. G 7 A G 7 B G 7 C G 7 D Date Cast 5/17/00 5/17/00 5/17/00 5/17/00 Date Tested 5/24/00 6/14/00 6/14/00 6/14/00 ��. C...... 4000 ( 7 days) (28 days) (28 days) ( 28 daysr ;' �l JA�O'•; ao Weight (lbs) 5.28 5.28 5.36 5.32 co 9�� -{ End Area (sq in) 9.00 10.56 10.56 10.56 �',.�i• Q, Load (lbs) 20,746 34,033 35,101 31,255 ';p.�•. C NSE�.��60 e® Stress (psi) 2,310 3,220 3,320 2,960 °0 i @110 %of. Reviewed By: Date: (v/j�,/��d VLAP LAB CODE#10315-0 TEST RESULTS ZOODO DO NOT The above repo W test results were attained through COMPLY WITS SPECIFICATIONS prooed =performed in avoor&=with ASTM C3I E]ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY �' «� Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction 91 Client: Target Stores •• • • Supplier: mixed on site tlA PLACEMENT DATA Date Cast: 5/17/00 Set No. :M 7 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: clear, 70 degrees Total Location of Masonry Construction:col. line -3.7 to 7.5 Location of Sample Origin:col. line A-7 wall 4 courses up from floor Comments: Specimen No. M 7 A M 7 B M 7 C Date Cast 5/17/00 5/17/00 5/17/00 ♦♦ (`,QN��eeiee Date Tested 5/24/00 6/14/00 6/14/00 �•�♦ �!.••�I.JAIti�•C��oo 9 � ( 7 days) (28 days) (28 days) Weight (lbs) 0.62 0.60 0.62 End Area (sq in) 4.00 4.00 4.00 "1 •.. �Q;� Load (lbs) 13,407 19,696 20,109 ?�� •�� NSE�.•CA�� Stress (psi) 3,350 4,920 51030 R vi wed By: Date:G//ylvv VLAP LAB CODE#10315-0 • TEST RESULTS EfDO n DO NOT The above reported best results were attained dumigh COMPLY WITH SPECIFICATIONS prooedt es paf ned in a000rdawe with ASTM C31, EIARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR ' Eastern GROUT COMPRESSIVE TEST SUMMARY _« '' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores supplier: Ai udi Concrete JAWORSE PLACEMENT DATA Date Cast: 5/18/00 Set No. :G 8 Test specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 _ Grouted Masonry Prism X Grout Required strength: 2500 psi _ Mortar EMTL Technician: I.E. Anderson Mix Proportions: 2786.2 Sand lbs/cy, 193.1 Quantity: 8 cy water lbs/cy, 812.5 cement Slump: 10" lbs/cy, 5.25 ASR oz/cy, 34 REO oz/Cy Truck No. : 148 Ticket No. : 3728 Specimen Temperature: weather: rain, 54* degrees Total Location of Masonry Construction:A-8.0 to 9:0 foundation wall Location of Sample origin:A 9.0 foundation wall col line Comments: Specimen No. G 8 A G 8 B G 8 C G 8 D Date Cast 5/18/00 5/18/00 5/18/00 5/18/06 Date Tested 5/25/00 6/15/00 6/15/00 6/15/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 5.66 5.70 5.54 5.54 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 200645 Stress (psi) 21290 Reviewed By• Date: SIZ�-t-lw V�Ap LAB CODE#10315-0 TEST RESULTS FIDO [:] DO NOT The above reported test results were attained through TARE Y WITH SPECIFICATIONS pmcodures performed in accordance with ASTM C31 NOT COMPLETE El N/A 109,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, ORoratory GROUT COMPRESSIVE TEST SUMMARY T Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction client: Target stores . •• • , . supplier: mixed on site JAWS ORS TOMM PLACEMENT DATA Date Cast: 5/18/00 Set No. :M 8 Test specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required strength: 1800 psi _ g Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement slump: 4.5" Truck No. : n/a Ticket No. : n/a specimen Temperature: 60 degrees weather: overcast 56 degrees Total Location of Masonry Construction:footing col . line A8.0 to 9.0 Location of sample origin:A 8.5 footing Comments: specimen No. M 8 A M 8 B M 8 C Date Cast 5/18/00 5/18/00 5/18/00 Date Tested 5/25/00 6/15/00 6/15/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 8,899 stress (psi) 29220 Revi ewed By• Date:-S /Z-# 4�'-J VLAP LAB CODE#10315-0 E T ULTS DDO DO NOT The above reported test results were attained through LY WITH SPECIFICATIONS prowdures performed in acoordanc a with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR ' =astern GROUT COMPRESSIVE TEST SUMMARY F ,: «�l, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • •� - Supplier: mixed on site GBOI M PLACEMENT DATA Date Cast: 5/18/00 Set No. :M 8 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism Required Strength: 1800 psi - Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees [Weather: overcast 56 degrees Total Location of Masonry Construction:footing col. line A8.0 to 9.0 Location of Sample Origin:A 8.5 footing Comments: Specimen No. M 8 A M 8 B M 8 C Date Cast 5/18/00 5/18/00 5/18/00 Date Tested 5/25/00 6/15/00 6/15/00 F CON/y�c``<< ( 7 days) (28 days) (28 days) J'4wp'•:C) to 9 G : Weight (lbs) 0.58 0.58 0.58 co -� End Area (sq in) 4.00 4.00 4.00 4�7 Load (lbs) 8,899 18,826 16,987 � .4 s � Str ss (psi) 2,220 4,710 4,250 4p N I- Reviewed By: Date: /lS" c.�V VLAP B CODE#10315-0 t TEST RESULTS [�fDO [--] DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures peifnzmed in accordance with ASTM C31; ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY ;WTI TLI Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores am Supplier: Aiudi Concrete JA ORM GBOTOM PLACEMENT DATA Date Cast: 5/18/00 Set No. :G 8 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 2500 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2786.2 Sand lbs/cy, 193.1 Quantity: 8 cy water lbs/cy, 812.5 cement Slump: 10" lbs/cy, 5.25 ASR oz/cy, 34 Truck No. : 148 REO oz/cy Ticket No. : 3728 Specimen Temperature: Weather: rain, 54 degrees Total Location of Masonry Construction:A-8.0 to 9-.0 foundation wall Location of Sample Origin:A 9.0 foundation wall col line Comments: Specimen No. G 8 A G 8 B G 8 C G 8 D Slits Date Cast 5/18/00 5/18/00 5/18/00 5/18/00 CNN `•'- Date Tested 5/25/00 6/15/00 6/15/00 6/15/00 �� :•• �1.JA1y�.,,�•` ( 7 days) (28 days) (28 days) ( 28 daysy•� 'p .•G Weight (lbs) 5.66 5.70 5.54 5.54 # � * End Area (sq in) 10.56 10.56 10.56 10.56 10' �' 7b8p ••% �: O • b Load (lbs) 20,645 35,496 33,697 40,302 0'+,w •••• •••�G ^.• pN itsE ., Stress (psi) 1,960 3,360 3,190 3,820 of R viewed By:-- Date: �s� VLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS pafomwd in accmiance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR mn Eastern - Materials FGROUT COMPRESSIVE TEST SUMMARY _ Testing Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Aq Client: Target Stores ..•a - .. Supplier: Aiudi Concrete JAWORSIQ GEmm INC. PLACEMENT DATA Date Cast: 5/20/00 Set No. :G 9 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 - Grouted Masonry Prism Grout Required Strength: 3000 psi X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2811 Sand lbs/cy, 171 water lbs/cy, 802 cement Slump: 9" lbs/cy, 5.6 Air oz/cy, 3 Truck No. : 131 3.6 REO oz/cy Ticket No. : 3166 Specimen Temperature: 62 degrees Weather: overcast, 54 degrees Total Location of Masonry Construction: foundation wall col. line A 9 to 10 Location of Sample Origin: col. line A-9.5 foundation wall Comments: Specimen No. G 9 A G 9 B G 9 C G 9 D Date Cast 5/20/00 5/20/00 5/20/00 5/20/b0RICO Date Tested 5/27/00 6/17/00 6/17/00 6/17/00y ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.42 5.32 5.38 5.24 * 1 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 12,913 25,049 23,229 21,054 '' �� 111% Stress (psi) 1,220 2,370 21200 11990 Reviewed Date: �.�11dJ FVLAP LAB CODE#10315-0 TEST RESULTS DO gDO NOT 'IU above repod ed test results were attained through COMPLY WITH SPECIFICATIONS p�+ooeduc�es pedocm�ed is a000rdanoe with AS'IM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C6179 C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY ,: e�tor, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ZWOORSIMUSupplier: mixed on site GBOIBM INC. PLACEMENT DATA Date Cast: 5/20/00 Set No. :M 9 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 2500 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Wat r, 2 Cement Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: overcast 56 degrees Total Location of Masonry Construction:column line A-8.0 to 10.0 Location of Sample Origin:foundation column line A-9.5 Comments: Specimen No. M 9 A M 9 B M 9 C Date Cast 5/20/00 5/20/00 5/20/00 �� 411`� `'1VF �A�e<' A tti l; Date Tested 5/27/00 6/17/00 6/17/00 ( 7 days) (28 days) (28 days) z4 Weight (lbs) 0.64 0.64 0.64 __ No.17�0 �• End Ar a (sq in) 4.00 4.00 4.00 Load (lbs) 16,040 22,715 25,721 � /1 !Illll�fit111� Stress (psi) 4,010 5,680 61430 Reviewed By: Date: G ZI 6V VLAP LAB CODE#10315-0 TEST RESULTS DO EJD0 NOT The above repmW teat resohs were a0med dmigh COMPLY WITH SPECMCATIONS FED C 04M paQloaned is awmIam with AS"I'M C3I ARE NOT COMPLETE EIN/A C39,C94,C1439 C1729 C1929 C2319 C617,C1231. CONCRETE MASONRY, MORTAR, OR bmtern GROUT COMPRESSIVE TEST SUMMARY «nC am Laboratory rroject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Ai udi Concrete JAORS M- V GiE01Pt�i.INC.PLACEMENT DATA Date Cast: 5/20/00 Set No. :G 9 Test Specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 2811 Sand lbs/cy, 171 Quantity: 5 cy water lbs/cy, 802 cement slump: 9" lbs/cy, 5.6 Air oz/cy, -truck No. : 131 33.6 REo oz/cy Ticket No. : 3166 Specimen Temperature: 62 degrees weather: overcast, 54 degrees Total Location of Masonry Construction: foundation wall col . line A 9 to 10 Location of Sample origin: col . line A-9.5 foundation wall Comments: Specimen No. G 9 A G 9 B G 9 C G 9 D Date Cast 5/20/00 5/20/00 5/20/00 5/20/06 Date Tested 5/27/00 6/17/00 6/17/00 6/17/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 5.42 5.32 5.38 5.24 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 129913 Stress (psi) 1,430 Reviewed BY:- Date*.Date: Y/"3 1/V V JNVLAP LAB CODE#10315-0 " TEST RESULTS FIDOF-1 DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS procedures performed in a000�+danoa with ASTM C31, ZARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Bastes GROUT COMPRESSIVE TEST SUMMARY .=tom T W "UnLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site ejAWOmid GEMEM INC PLACEMENT DATA Date Cast: 5120100 Set No. :M 9 Test specimen Type: sample width 2.00 length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 2500 psi _ Grout X Mortar - Emn Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 5" Truck No. : n/a Ticket No. : n/a specimen Temperature: 60 degrees weather: overcast 56 degrees Total Location of Masonry Construction:column line A-8.0 to 10.0 Location of sample origin:foundation column line A-9.5 Comments: Specimen No. M 9 A M 9 B M 9 C Date Cast 5/20/00 5/20/00 5/20/00 Date Tested 5/27/00 6/17/00 6/17/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.64 0.64 0.64 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 16,040 Stress (psi) 49010 Reviewed By• ^-te:!!� /71/00 VLAP LAB CODE#10315-0 F ULTS DDO DO NOT The above repot W test results were attained through WITH SPECIFICATIONS pr000durrs pabmed in words=with A,�C31 OT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY EmLaboratory `' Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores m,**%- supplier: mixed on site JA GBOIBM IG PLACEMENT DATA Date Cast: 5/21/00 Set No. :M 10 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required Strength: 2500 psi X. Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: light rain, 60's otal Location of Masonry Construction:foundation wall J-4 to J-7 Location of Sample origin:foundation wall J-5.5 Comments: Specimen No. M 10 A M 10 B M 10 C Date Cast 5/21/00 5/21/00 5/21/00 �a��0 y�0 NNFc Date Tested 5/28/00 6/18/00 6/18/00 Aw�9J,=��'G_ ( 7 days) (28 days) (28 days) Weight (lbs) 0.62 0.62 0.64 .o= End Area (sq in) 4.00 4.00 4.00fi 0'-r Load lbs 17,026 20,724 20,843 �',r�" AL��\�\\\\ ( ) ii an�rn,ai� Str ss (psi) 40,260 5,180 5,210 R viewed By• Date: 6d/60 NVLAP LAB CODE#10315-0 E T RESULTS DO DO NOT The above reported test results were attained through PLY WITH SPECIFICATIONS prooedtff es performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY �" T Eastern� Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site JAWOISKI PLACEMENT DATA Date Cast: 5/21/00 Set No. :M 10 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism _ Grout - - Required Strength: 2500 psi X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: light rain, 60's Total Location of Masonry Construction:foundation wall J-4 to J-7 Location of Sample origin:foundation wall J-5.5 Comments: Specimen No. M 10 A M 10 B M 10 C Date Cast 5/21/00 5/21/00 5/21/00 Date Tested 5/28/00 6/18/00 6/18/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.64 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 179026 Stress (psi) 4,260 Reviewed By: - Date: S-/:3'AJQ VLAP LAB CODE#10315 F TEST RESULTS DO [--] DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS Procedues r pe=famed in accordance wide ASIM C311 2ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY bury Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • `• • • Supplier: mixed on site JAQ GEOMM INC. PLACEMENT DATA Date Cast: 5/22/00 Set No. :M 11 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: overcast, some light rain, 54 degrees Total Location of Masonry Construction:wall column line A6 to A8 Location of Sample Origin:wall column line A7 Comments: Specimen No. M 11 A M 11 B M 11 C Date Cast 5 22 00 5 22 00 5 22 00 Date Tested 5/29/00 6/19/00 6/19/00 ( 7 days) 28 days) 28 days)Y ) ( Y ) ( Y ) z?*; 21 • , Weight (lbs) 0.62 0.62 0.62 �+ .173M End Area (sq in) 4.00 4.00 4.00 , i` Load (lbs) 17,679 21,930 22,760 Stress (psi) 4,420 51480 51690 Reviewed sy: Date: 2 l/u.. NVLAP LAB CODE1110315-0 • TEST RESULTS ODO [:J DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures puformed in accordance with ASTM C31; ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C2319 C617,C1231. 'CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Testing Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete GEVIVAU INIQ C. PLACEMENT DATA Date Cast: 5/22/00 Set No. :G 10 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy not provided Slump: 7.5" Truck No. : 108 Ticket No. : 3758 Specimen Temperature: Weather: rain, 56- degrees Total Location of Masonry Construction: foundation wall col. line J-4 to J-7 Location of Sample origin: foundation wall col. line J-6 Comments: Specimen No. G 10 A G 10 B G 10 C G 10 D �rrr0iNN �� Date Cast 5/22/00 5/22/00 5/22/00 5/22/003 A� ,��C�/v � n Date Tested 5/29/00 /19/00 6/19/00 6/19/00 � � ' Gtrj'';= ( 7 days) (28 days) (28 days) ( 28 da Weight (lbs) 5.52 5.36 5.46 5.38 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 13,289 22,201 25,760 26,334 At- ' y//NN IIIIfN�il Stress (psi) 11260 2,100 2,440 21490 R viewed By: Date: ///uv PJVLAP LAB CODE#10315-0 TEST RESULTS DO ETDO NOT 'Ile above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in aa�rdance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C1431 C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY EMTI," �ry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores - , o Supplier: Aiudi Concrete JAWORSKI GMT=INC. PLACEMENT DATA Date Cast: 5/22/00 Set No. :G 11 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 6 cy 2815 Sand lbs/cy, 165 water lbs/cy, 820 cement Slump: lbs/cy, 5.33 Air oz/cy, 3 Truck No. : 160 4.7 REO oz/cy Ticket No. : 3766 Specimen Temperature: Weather: overcast, light rain, 54 degrees Total Location of Masonry Construction: wall col. line location A6 to A8 Location of Sample Origin: wall col. line A7 Comments: Specimen No. G 11 A G 11 B G 11 C G 11 D Date Cast 5 22 00 5 22 00 5 22 00 5 22 00 1\�d� CrOiN Date Tested 5/29/00 6/19/00 6/19/00 6/19/00 A �L;' �JAw09-�.�'°_ ( 7 days) (28 days) (28 days) ( 28 daysy Weight (lbs) 5.38 5.38 5.48 5.50 End Area (sq in) 10.56 10.56 10.56 10.56 ce � Load (lbs) 15,548 27,343 26,354 28,727 �`%i //N111141 Stress (psi) 11470 21590 21500 2,720 R vi wed By: Date: �, VLAP LAB CODE#10315-0 TEST RESULTS FIDO [2fDO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS pcnc eftes performod in accordance with ASTM C31, E] ARE NOT COMPLETE EJ N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY �" «ng Laboratory . roject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target stores D6226111,11- supplier: Ai udi Concrete M- JAWORSIQ GEOtECN.INC. PLACEMENT DATA Date Cast: 5/22/00 set No. :G 10 Test specimen Type: sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi y, Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 8 cy Slump: 7.5" Truck No. : 108 Ticket No. : 3758 Specimen Temperature: weather: rain, 56 degrees Total Location of Masonry Construction: foundation wall col . line J-4 to J-7 Location of sample origin: foundation wall col . line J-6 Comments: specimen No. G 10 A G 10 B G 10 C Date Cast 5/22/00 5/22/00 5/22/00 Date Tested 5/29/00 6/19/00 6/19/00 ( 7 days) (28 days) (28 days) weight (lbs) 5.52 5.36 5.46 End Area (sq in) 9.00 9.00 9.00 Load (lbs) 139289 Stress (psi) 19480 Revi ewed By: - Date:S/3 r�G� VLAP LAB CODE#10315-0 TEST RESULTS DO n DO NOT The above repotted hest results were attained through CO Y WITH SPECIFICATIONS procedures performed in aocarda�oe with ASI M C31; ARE NOT COMPLETE N/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY "� Tesung'' r�� Laboratory rroj ect: Target Project NO. : 00141C A Division of south Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JAWOGecn7j �� PLACEMENT DATA Date Cast: 5/22/00 Set No. :G 11 Test specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2815 Sand lbs/cy, 165 Quantity: 6 cy water lbs/cy, 820 cement Slump: lbs/cy, 5.33 Air oz/cy, T 34.7 REO oz/cy ruck No. : 160 Ticket No. : 3766 Specimen Temperature: weather: overcast, light rain, 54 degrees Total Location of Masonry Construction: wall col . line location A6 to A8 Location of Sample Origin: wall col . line A7 Comments: Specimen No. G 11 A G 11 B G 11 C Date Cast 5/22/00 5/22/00 5/22/00 Date Tested 5/29/00 6/19/00 6/19/00 ( 7 days) (28 days) (28 days) weight (lbs) 5.38 5.38 5.48 End Area (sq in) 9.00 9.00 9.00 Load (lbs) 159548 stress (psi) 11730 Reviewed By: Date: 31 ( vv JNVLAP LAB CODE#10315-0 TEST RESULTS DO [:] DO NOT The above reported test results were attained through CO WITH SPECIPZCATIONS prooed Lus performed in a000r+dance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY "' Testing Materials Laboratory Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction ROL Client: Target Stores Supplier: mixed on site JAWORSKI GE01EtaL INC. PLACEMENT DATA Date Cast: 5/22/00 Set No. :M 11 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 sand, 1 Lime, 1 1/2 Quantity: 1 Cy water, 2 Cement Slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees weather: overcast, some light rain, 54 degrees Total Location of Masonry Construction.-wall column line A6 to A8 Location of sample origin:wall column line A7 Comments: specimen No. M 11 A M 11 B M 11 C Date Cast 5/22/00 5/22/00 5/22/00 Date Tested 5/29/00 6/19/00 6/19/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.62 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 17,679 stress (psi) 49420 Date. i Reviewed By: ' S 31�W VLAP LAB CODE#10315 TEST RESULTS DO DO NOT Ile above reported test results were attained through ' CO WITH SPECIFICATIONS prooedma perfa med in accozdam with ASTM C319 ARE NOT COMPLETE EINIA C39,C94,C143,C172,C192,C2311 C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY Materials Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction y Client: Target Stores •••�. o ., Supplier: Aiudi Concrete coo'[OORiIQ C. PLACEMENT DATA Date Cast: 5/23/00 Set No. :G 12 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy 2309 Sand, 815 cement, 188.2 water, 5.2 air, 33.5 Slump: 8" reo Truck No. : 174 Ticket No. : 3787 Specimen Temperature: 68 degrees Weather: overcast, 65 degrees Total Location of Masonry Construction: foundation wall J7 to 9 Location of Sample Origin: foundation wall J9 Comments: Specimen No. G 12 A G 12 B G 12 C G 12 D Date Cast 5/23/00 5/23/00 5/23/00 5/23/00 � 0, ,CN c ADO Date Tested 5/30/00 6/20/00 6/20/00 6/20/00� ( 7 days) (28 days) (28 days) ( 28 da � Weight (lbs) 5.52 5.38 5.50 5.62 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 13,625 26,255 26,156 25,009 Stress (psi) 11290 2,490 2,480 2,370 Reviewed By: Date: �j/2�/� NVLAP LAB CODE# 10315-0 TEST RESULTS DO OOODO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS prooed�ura pafonmed in accordance with ASTM C31, E]ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY ma`elia`s Test _ Laboratory )roject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores I Supplier: Ai udi Concrete JAWORSKI GE07UCII,INC PLACEMENT DATA Date Cast: 5/23/00 Set No. :G 12 Test Specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi g Grout - Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2309 Sand, 815 cement, Quantity: 8 cy 188.2 water, 5.2 air, 33.5 Slump: 8" reo Truck No. : 174 Ticket No. : 3787 Specimen Temperature: 68 degrees weather: overcast, 65 degrees Total Location of Masonry Construction: foundati-on wall ]7 to 9 Location of Sample origin: foundation wall 19 Comments: Specimen No. G 12 A G 12 B G 12 C G 12 D Date Cast 5/23/00 5/23/00 5/23/00 5/23/00 Date Tested 5/30/00 6/20/00 6/20/00 6/20/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 5.52 5.38 5.50 5.62 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 139625 Stress (psi) 19510 Reviewed Bye Date: 5 3/10oYVLAP LAB CODE#10315 TEST RESULTS FIDO [:] DO NOT The above reported test results were attained dirongh COrLY WITH SPECIFICATIONS prooedmes P in a000rdanoe with AS M C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials Testing Laboratory rroject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction WL Client: Target Stores 19 supplier: mixed on site JAWORSKI ceotEcIt,INC PLACEMENT DATA Date Cast: 5/23/00 Set No. :M 12 Test Specimen Type: Sample width 2.00 Length 3.00 _ Hollow Masonry Prism L/w Ratio: 1.50 :1 _ Grouted Masonry Prism Required strength: 2500 psi _ Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: overcast 60 degrees Total Location of Masonry Construction:foundation wall V to 13 Location of Sample origin: foundation wall J10 Comments: Specimen No. M 12 A M 12 B M 12 C Date Cast 5/23/00 5/23/00 5/23/00 Date Tested 5/30/00 6/20/00 6/20/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.58 0.60 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 109263 Stress (psi) 29570 Reviewed By. Date: S 3�1 VLAP LAB CODE#10315-0 TEST RESULTS EIDO DO NOT The above reported Meet results were attained through CO Y WITH SPECIFICATIONS proom ures peda med in a000rdan,a with AST'M C3I ARE NOT COMPLETE E]N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY : Tebo°iory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores . . a Supplier: mixed on site JAWORSIQ G801Fd'N.B(C. PLACEMENT DATA Date Cast: 5/23/00 Set No. :M 12 Test Specimen Type: Sample Width 2.00 Length 3.00 — Hollow Masonry Prism L/W Ratio: 1.50 :1 — Grouted Masonry Prism — Grout - Required Strength: 2500 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: . 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: overcast 60 degrees Total Location of Masonry Construction:foundation wall J7 to 13 Location of Sample Origin: foundation wall J10 Comments: Specimen No. M 12 A M 12 B M 12 C \\IllllllilliGfl /1//�/i��ii� Date Cast 5/23/00 5/23/00 5/23/00 �� ` F111#11 C� ' Date Tested 5/30/00 6/20/00 6/20/00 ( 7 days) (28 days) (28 days) co Weight (lbs) 0.58 0.60 0.58 .1 ;` �\ End Area (sq in) 4.00 4.00 4.00 11 11#41,11,��\ Load (lbs) 10,263 15,721 14,416 fill,,1 t`\\\�� Stress (psi) 2,570 3,930 3,600 Reviewed By: �� Date: �Z d/U v NVLAP LAB CODE#10315-0 , TEST RESULTS [�fDo F-1DO NOT The above reporW t W resaltB were attained through COMPLY WITH SPECMCATIONS pnrkowulwrew pelftmed in a000r b=with ASI M C31, EIARE NOT COMPLETE El N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY Ta'uM`' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction } Client: Target stores JAWORSKI Supplier: mixed on site GEOTF"L INC. PLACEMENT DATA Date Cast: 5/24/00 Set No. :M 14 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi — Grout - X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: wall J6 to 12 Location of Sample Origin: wall J10 5th course off floor Comments: Specimen No. M 14 A M 14 B M 14 C N`0�� Date Cast 5/24/00 5/24/00 5/24/00 \�� ``�► �t.JAtV, : 0; Date Tested 5/31/00 6/21/00 6/21/00 cld;�C �7✓G� ( 7 days) (28 days) (28 days) = ? *c Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 N L�r`'\�� Load (lbs) 11,331 12, 108 11,845 Stress (psi) 2,830 3,030 2,960 Reviewed By• Date: & 14e, AIL' PYVLAP LAB CODE# 10315-0 TEST RESULTS ET DO DO NOT The above Maned test wage attained COMPLY WITH SPECIFICATIONS pu oodac+a paf�omW in soomdwm with ASTM C31, F—IARE NOT COMPLETE 0� N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY Em Materials Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction } Client: Target Stores • Supplier: Aiudi Concrete JAWOURSIG GEOTB INC. PLACEMENT DATA Date Cast: 5/24/00 Set No. :G 13 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi x Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 6 cy 2990 Sand, 798.3 cement, 160.8 water, 5.5 air, 34.7 Slump: 8.5" reo Truck No. : 151 Ticket No. : 3819 Specimen Temperature: 68 degrees Weather: overcast, light rain 62 degrees Total Location of Masonry Construction: wall column line J4 to 6 Location of Sample Origin: column line J6 Comments: Specimen No. G 13 A G 13 B G 13 C G 13 D a1111�FiIICOIv/Vk Date Cast 5/24/00 5/24/00 5/24/00 5/24/00 ��`!��\\\ `� 'f j JA{p"-.c�� Date Tested 5/31/00 6/21/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) ( 28 days * *` Weight (lbs) 5.42 5.36 5.52 5.40 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 12,390 22,557 25,523 22,399 Stress (psi) 1,170 2,140 21420 2,120 Reviewed By: Date: & 11 4'IQ e INVLAP LAB CODE#10315-0 LTEST RESULTS FIDO DO NOT The above reported test malts were attained through COMPLY WITH SPECIFICATIONS pmoeftu-performed in or ror�danoe with ASTM C31, 0-ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern F- Em %�`ls GROUT COMPRESSIVE TEST SUMMARYLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • - Supplier: Aiudi Concrete JAWOOGEOTEA �� PLACEMENT DATA Date Cast: 5/24/00 Set No. :G 14 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi x Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 6 cy 2785 Sand, 800 cement, 165 water, 34.7 reo, 4.2 air Slump: 8.25" Truck No. : 134 Ticket No. : 3836 Specimen Temperature: 68 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: J6 to 11 wall Location of Sample Origin: wall J10 Comments: Specimen No. G 14 A G 14 B G 14 C G 14 D Date Cast 5/24/00 5/24/00 5/24/00 5/24/00 Date Tested 5/31/00 6/21/00 6/21/00 6/21/00 \�� '��` JA"'''��'; ( 7 days) (28 days) (28 days) ( 28 days .�caQ�` 'Qcr=G Weight (lbs) 5.40 5.48 5.56 5.50 *= `* End Area (sq in) 10.56 10.56 10.56 10.56 _0 7-- Load (lbs) 12,980 26,729 26,354 20,625 fill It Stress (psi) 1,230 21530 21500 1,950 Reviewed By: Date: < �� NVLAP LAB CODE# 10315-0 TEST RESULTSF-1D0 E�J�DO NOT The above repoded test results wac atudnod through COMPLY WITH SPECIFICATIONS pr000duc+es performed in a000rdawe with ASTM C31, ARE NOT COMPLETE El N/A IC39,C94,C143,C172,C192,C231,C617,C1231. - CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY amEastern `' Laboratory project: Target Project No. : 00141C A Division of south Windsor, CT Contractor: Konover Construction Client: Target stores supplier: Ai udi Concrete JAWORSKI Gam.INC. PLACEMENT DATA Date Cast: 5/24/00 set No. :G 13 Test specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 _ Grouted Masonry Prism X Grout - Required Strength: 3000 psi— Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2990 Sand, 798.3 cement, Quantity: 6 cy 160.8 water, 5.5 air, 34.7 Slump: 8.5" reo Truck No. : 151 Ticket No. : 3819 specimen Temperature: 68 degrees weather: overcast, light rain 62 degrees Total Location of Masonry Construction: wall column line 14 to 6 Location of Sample origin: column line J6 Comments: Specimen No. G 13 A G 13 B G 13 C G 13 D Date Cast 5/24/00 5/24/00 5/24/00 5/24/00 Date Tested 5/31/00 6/21/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) ( 28 days) weight (lbs) 5.42 5.36 5.52 5.40 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 129390 stress (psi) 11380 Reviewed Byr>_�- Date: S�/31 UCHJNVLAP LAB CODE#10315: TEST RESULTS DOF-] DO NOT The above rgxnW test results were attained through CO Y WITH SPECIFICATIONS Procedures performed in a�xordanoe with AST It ARE NOT COMPLETE 0 N/A C390 C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY `�' Laboratory �roject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Ai udi Concrete JAWORSKI CIE011 .INC. PLACEMENT DATA Date Cast: 5/24/00 set No. :G 14 Test Specimen Type: Sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2785 Sand, 800 cement, 165 Quantity: 6 cy water, 34.7 reo, 4.2 air Slump: 8.25" Truck No. : 134 Ticket No. : 3836 Specimen Temperature: 68 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: j6 to 11 wall Location of Sample Origin: wall J10 Comments: Specimen No. G 14 A G 14 B G 14 C G 14 D Date Cast 5/24/00 5/24/00 5/24/00 5/24/06 Date Tested 5/31/00 6/21/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) ( 28 days) weight O bs) 5.40 5.48 5.56 5.50 End Area (sq in) 9.00 9.00 9.00 9.00 Load (lbs) 12,980 Stress (psi) 1,440 Reviewed By:— Date: 3 /W VLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reponed test results were attained through . =ARE H SPECIFICATIONS p performed in accordance with ASTM C31t NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern - Materials FGROUT COMPRESSIVE TEST SUMMARY Testia� _ Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction • •� • . ., Client: Target Stores �wO�HI Supplier: mixed on site GEOTWL INC. PLACEMENT DATA Date Cast: 5/24/00 Set No. :M 13 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Grout Required Strength: 1800 psi X. Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: overcast, some light rain, 62 degrees Total Location of Masonry Construction:wall column line J4 tp 6 Location of Sample Origin: wall column line J5 Comments: Specimen No. M 13 A M 13 B M 13 C 11 CONNIINIIIIIIIIII/�/��///�/��i/ Date Cast 5 24 00 5 24 00 5 24 00 �'��'��' JA��''.�� Date Tested 5/31/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) =* W fight (lbs) 0.62 0.60 0.60 .`Z\ End Area (sq in) 4.00 4.00 4.00 �� Load (lbs) 10,204 15,938 15,365 Str ss (psi) 21550 31980 3,840 R vi wed By: Dater/mod-�O�c1 NVLAP LAB CODE# 10315-0 TEST RESULTS D DO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS pr000du-ea performed in accord=with ASTM C31, DARE NOT COMPLETE EINIA 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials c�"' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site WeRWORM GFAtEt�l.II11C. PLACEMENT DATA Date Cast: 5/24/00 Set No. :M 13 Test specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4.5" Truck NO. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: overcast, some light rain, 62 degrees Total Location of Masonry Construction.-wall column line J4 tp 6 Location of Sample origin: wall column line J5 Comments: Specimen No. M 13 A M 13 B M 13 C Date Cast 5/24/00 5/24/00 5/24/00 Date Tested 5/31/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 10,204 Stress (psi) 21550 Reviewed B Date: S 3( C)V INVLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT Mw above repoacd test results were attained through CO Y WITH SPECIFICATIONS procedures pafomied in a000nb=with ASTM C31, ARE NOT COMPLETE N/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY "' Tmata esung' r«ram Laboratory r'roj ect: Target Project NO. : 00141C A Division of South Windsor, CT Contractor: Konover Construction AWL Client: Target Stores supplier: mixed on site JAWORSKI GEOIWL INC PLACEMENT DATA Date Cast: 5/24/00 Set No. :M 14 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3.5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees weather: clear, 70 degrees Total Location of Masonry Construction: wall J6 to 12 Location of Sample origin: wall J10 5th course off floor Comments: Specimen No. M 14 A M 14 B M 14 C Date Cast 5/24/00 5/24/00 5/24/00 Date Tested 5/31/00 6/21/00 6/21/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 119331 Stress (psi) 29830 Reviewed B Date /3� � / VLAP LAB CODE#103154 " r l r- TEST RESULTSF-1D0 [:] DO NOT The above reported test results were mined dmugh COM H SPECIFICATIONS promhues perk ned in aocordam with ALS7 M C311 [ETARE NOT COMPLETE [:jN/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials EM TesUng Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores supplier: mixed on site e1AWORS10 GEO'UaL INC. PLACEMENT DATA Date Cast: 5/25/00 Set No. :M 16 Test specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi _ Grout g Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 3.75" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees weather: overcast, 70 degrees Total Location of Masonry Construction: wall J-6•to 8 Location of sample origin: wall J-6 10' off floor Comments: specimen No. M 16 A M 16 B M 16 C Date Cast 5/25/00 5/25/00 5/25/00 Date Tested 6/1/00 6/22/00 6/22/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.58 0.60 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 5,557 Stress (psi) 1,390 Reviewed By' Date: At-, 04VLAP LAB CODEX 10315-0 kTEST TS DO DO NOT The above repotted test results were attained trough WITH SPECIFICATIONS procedures perfomed in accordance with ASTM C31, NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials resting ttn� Laborator7 project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ....._ a ..a Su.ppl i er: Ai udi Concrete JAWORSKI Gemm INC` PLACEMENT DATA Date Cast: 5/25/00 Set No. :G 15 Test Specimen Type: sample width 3.00 Length 7.00 _ Hollow Masonry Prism L/w Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi g Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 12 cy 2832 Sand, 802 cement, 162 water, 5.4 air, 33.6 reo Slump: 10" Truck No. : 108 Ticket No. : 3869 Specimen Temperature: 68 degrees weather: overcast Total Location of Masonry Construction: foundation wall col . line 13 1 to F and wall -6to9 Location of Sample origin: foundation wall 131 Comments: Specimen No. G 15 A G 15 B G 15 C Date Cast 5/25/00 5/25/00 5/25/00 Date Tested 6/1/00 6/22/00 6/22/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.60 0.58 0.58 End Area (sq in) 5.18 5.60 5.22 Load (lbs) 6,803 stress (psi) 1,310 Reviewed By' Date: Ile /CX., VLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above vVorbed test results were attained through Y WITH SPECIFICATIONS pr000dtmes performed in amoldam with ASTM C319 coARE NOT COMPLETE M N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY W_ng Laboratory Nroject: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site JAWORSE �INC. PLACEMENT DATA Date Cast: 5/25/00 Set No. :M 15 Test specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/w Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 2500 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: overcast 60 degrees Total Location of Masonry Construction: foundation wall column line 13 J to F Location of sample origin: foundation wall column line 13G Comments: specimen No. M 15 A M 15 B M 15 C Date Cast 5/25/00 5/25/00 5/25/00 Date Tested 6/1/00 6/22/00 6/22/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.60 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 109184 Stress (psi) 29550 Revi ewed By• Date: X/(J(J VLAP LAB CODE#10315-0 ' TEST TS DO El DO NOT The above r )oiUd test results were attained ugh CO Y WITH SPECIFICATIONS Procedures Pafoimod in accordaaoe with ASTM C3 It ARE NOT COMPLETE ON/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY WlA Te 4ns`'boratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores JAWORSKI Supplier: mixed on site GE01FM INC. PLACEMENT DATA Date Cast: 5/25/00 Set No. :M 15 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism _ Grout Required Strength: 2500 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees [ Weather: overcast 60 degrees -Total Location of Masonry Construction: foundation wall column line 13 J to F Location of Sample Origin: foundation wall column line 13G Comments: Specimen No. M 15 A M 15 B M 15 C Date Cast 5/25/00 5/25/00 5/25/00 \ ,4,`" FICd(VN4ej ,,�,� Date Tested 6/1/00 6/22/00 6/22/00 \�� 'JA1y49. ( 7 days) (28 days) (28 days) cc Weight (lbs) 0.60 0.58 0.58 Q:` End Area (sq in) 4.00 4.00 4.00S(GO,��``�\ Load (lbs) 10,184 12,240 12,300 `SS N fill, 1 ' ..11111 Stress (psi) 2,550 31060 3,080 Reviewed By: Date: 6 124/00 INVLAP LAB CODE# 10315-0 TEST RESULTS E�J'DOF-I DO NOT 110 above repoded test results were attained thro O COMPLY WITH SPECIFICATIONS provodures pe;fbmwd in aco rdance with ASTM C31, DARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY F� Materials ory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction % Client: Target Stores - a Supplier: mixed on site eJAWORSiIG GEOTECK INC. PLACEMENT DATA Date Cast: 5/25/00 Set No. :M 16 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism — Grout Required Strength: 1800 psi X. Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3.75" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: overcast, 70 degrees , Total Location of Masonry Construction: wall J-6 -to 8 Location of Sample Origin: wall J-6 10' off floor Comments: Specimen No. M 16 A M 16 B M 16 C GU N& Date Cast 5/25/00 5/25/00 5/25/00 Date Tested 6/l/00 6/22/00 6/22/00 `� ( 7 days) (28 days) (28 days) ' =� Weight (lbs) 0.58 0.60 0.58 _ 7560 U= � End Area (sq in) 4.00 4.00 4.00 'S Load (lbs) 5,557 10,678 10,283 �� N �iiii Stress (psi) 11390 2,670 2,570 Reviewed By. Date: 111?6 AW NVLAP LAB CODE#10315-0 TEST RESULTS DO n DO NOT Ile above reporW treat results wrre attained COMPLY WITH SPECIFICATIONS l�peifomied in a000rda=with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY , Tes�go� Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete eJAWORSKI G .INC.PLACEMENT DATA Date Cast: 5/25/00 Set No. :G 15 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2832 Sand, 802 cement, 162 Quantity: 12 cy water, 5.4 air, 33.6 reo Slump: 10" Truck No. : 108 Ticket No. : 3869 Specimen Temperature: 68 degrees Weather: overcast Total Location of Masonry Construction: foundation wall col. line 13 J to F and wall J-6 to 9 Location of Sample Origin: foundation wall 13J Comments: Specimen No. G 15 A G 15 B G 15 C G 15 D �GOIN�iii�ii Date Cast 5/25/00 5/25/00 5/25/00 5/25/00 �� 1.JAt�y�''�,�%Cl �'�P'I e Date Tested 6/1/00 6/22/00 6/22/00 6/22/00 X a0` �� ( 7 days) (28 days) (28 days) ( 28 days *i W ight (lbs) 5.18 5.06 5.22 5.16 End Area (sq in 10.56 10.56 10.56 10.56 Load (lbs) 13,833 21,390 22,893 23,453 H/lll it Stress (psi) 1,310 21030 2,170 21220 R vi wed Date: 6 ) 7►` VLAP LAB CODE#10315-0 TEST RESULTS FIDO ��DO NOT The above reported best results wrre attained through COMPLY WITH SPECIFICATIONS pnroedm-s Pafocmod in soombwe with ASTM C31, ARE NOT COMPLETE N/A C399 C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastem GROUT COMPRESSIVE TEST SUMMARY Mateftas Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction A Division of Client: Target Stores supplier: mixed on site IM JAWORSKI CBOrIEC L Q11C. PLACEMENT DATA Date Cast: 5/26/00 Set No. :M 17 Test Specimen Type: sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 2500 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 3.25" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees weather: clear, 70 degrees Total Location of Masonry Construction: foundation wall , column line 13E to D Location of sample origin: foundation wall column line 13E Comments: Specimen No. M 17 A M 17 B M 17 C Date Cast 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 129913 Stress (psi) 3,230 Reviewed By• Date:(;;:,//S�uCJ INIVLAP LAB CODE#10315-0 TEST RESULTSF-1DOF-I DO NOT 11c above reposed test results was attained through CO Y WITH SPECIFICATIONS procedures pafa 3ed in a otdanoe with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Sasteru ' GROUT COMPRESSIVE TEST SUMMARY ', Project: Target Project No. : 00141C South Windsor, CT Contractor: Konover Construction A Division of Client: Target Stores supplier: mixed on site IM JAWORSKI G807ML INC. PLACEMENT DATA Date Cast: 5/26/00 Set NO. :M 18 Test Specimen Type: Sample width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required strength: 1800 psi Grout g Mortar _ EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a specimen Temperature: 62 degrees weather: clear, 70 degrees Total Location of Masonry Construction: wall column line J-10 to 13 5' off floor Location of Sample Origin: column line 7-10 5' off floor Comments: Specimen No. M 18 A M 18 B M 18 C Date Cast 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 ( 7 days) (28 days) (28 days) weight (lbs) 0.62 0.62 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 11,726 Stress (psi) 29930 Reviewed By• Date: vo VLqp LAB CODE#10315-0 TEST LILTS DDO [:JDO NOT Mw above repo[ted test results vme attained through CO LY WITH SPECIFICATIONS procedures perfonned in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern MaterfiRls GROUT COMPRESSIVE TEST SUMMARY Laboratory Lorattoo ry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores • Supplier: Aiudi Concrete JA WORSIG PLACEMENT DATA CEDIBM INC. Date Cast: 5/26/00 Set No. :G 17 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 7 cy 2811 Sand, 185.7 Water, 831.4 Cement, 33.7 Reo, Slump: 5.14 Air Truck No. : 108 Ticket No. : 3886 Specimen Temperature: Weather: clear, 70 degrees Total Location of Masonry Construction: wall col: line J6 to 13, 8' off floor slab Location of Sample Origin: wall col. line J9 Comments: of: CO i tti N I 111 I t Jlllll�i��i�i��j Specimen No. G 17 A G 17 B G 17 C G 17 D\� Q��y1N.dq�,'%�'j►% Date Cast 5/26/00 5/26/00 5/26/00 5/26/( Dat Tested 6/2/00 6/23/00 6/23/00 6/23/a-R' ( 7 days) (28 days) (28 days) ( 28 dam®N Weight (lbs) 5.18 5.02 5.18 5.22 . ',, AL End Area (sq in) 10.56 10.56 10.56 10.56 ...... Load (lbs) 13,704 32,043 32,399 31,331 Str ss (psi) 1,300 3,030 3,070 2,970 Reviewed By• Date:,:.,',"(/? 7/0U VLAP LAB CODE# 10315-0 w TEST RESULTS [:2rDO DO NOT 110 above reported best results were attained through COMPLY WITH SPECMICATIONS Fir+ooedtmes pahmed in a000rd =with ASTU C31, E]ARE NOT COMPLETE N/A IC399 C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials GROUT COMPRESSIVE TEST SUMMARYEmLaboratoryTesUng Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores •••�- e Supplier: Aiudi Concrete JAWORSE GE011M INC. PLACEMENT DATA Date Cast: 5/26/00 Set No. :G 18 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2760 Sand, 800 Cement, 177 Water, 5.6 Air, 32.8 Reo Slump: 7" Truck No. : 134 Ticket No. : Specimen Temperature: 68 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: foundation wall 13F to D Location of Sample Origin: foundation wall 13E Comments: Specimen No. G 18 A G 18 B G 18 C G 18 D Date Cast 5/26/00 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 6/23/00 Z z ( 7 days) (28 days) (28 days) ( 28 days* Weight (lbs) 5.40 5.42 5.36 5.20 End Area (sq in 10.56 10.56 10.56 10.56 s/%//iS � Load (lbs) 17,956 30,382 30,876 32,003 Str ss (psi) 1,700 2,880 2,920 31030 Reviewed By Date: G��7/0 04VLAP LAB CODE#10315-0 TEST RESULTS DO E8��DO NOT The above reported test remdts were attained through . COMPLY WITH SPECIFICATIONS piooeftes paf+omwd in a000rdanoe with ASSTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY '� T«Ung'' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction y Client: Target Stores • ��.• . . Supplier: mixed on site JAWORSE PLACEMENT DATA MUM INC. Date Cast: 5/26/00 Set No. :M 17 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 2500 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3.25" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: clear, 70 degrees J—'Total Location of Masonry Construction: foundation wall, column line 13E to D Location of Sample Origin: foundation wall column line 13E Comments: Specimen No. M 17 A M 17 B M 17 CAA Date Date Cast 5/26/00 5/26/00 5/26/00 Co Date Tested 6/2/00 6/23/00 6/23/00 *� �* ( 7 days) (28 days) (28 days) 00 7 O \ Weight (lbs) 0.62 0.62 0.60 ��'�%, \ �i/�/ ll L 111��`�� End Area (sq in) 4.00 4.00 4.00 p� 1111111 Load (lbs) 12,913 14,565 14,594 Stress (psi) 3,230 3,640 3,650 R viewed By• Date X-2 `f/G INVLAP LAB CODE#10315-0 TEST RESULTS OOODOF-1 DO NOT The above reposed best results were attsinW through COMPLY WITH SPECIFICATIONS procedures i - famed in a000rdan,oe with ASTM C31, ARE NOT COMPLETE EJ NIA C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY : Testing r9 Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction W. - -F1 Client: Target Stores Supplier: mixed on site JAWORSKI Gecnrxn lNC. PLACEMENT DATA Date Cast: 5/26/00 Set No. :M 18 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism Required Strength: 1800 psi - Grout - •X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: wall column line J-10 to 13 5' off floor Location of Sample Origin: column line J-10 5' off floor Comments: Specimen No. M 18 A M 18 B M 18 C Date Cast 5/26/00 5/26/00 5/26/00 Date Tested 6 2 00 6 2 3 00 6 23 00 ( 7 days) (28 days) (28 days) `\��'�� `*A J,�� Weight (lbs) 0.62 0.62 0.60 End Area (sq in) 4.00 4.00 4.00 = �* o. Load lbs 11,726 14,080 14,277 =� � Stress (psi) 21930 3,520 31570 Reviewed By: Date: ��ZG�dv FVLAP/LAB C E# 10315-0 TEST RESULTS ETDO [:] DO NOT The above reposed best results were attained through COMPLY WITH SPECIFICATIONS prooed aes performed in a000r&noe with ASTM C31, 0-ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Z"tem twiab GROUT COMPRESSIVE TEST SUMMARY EMT Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores I M. Supplier: Aiudi Concrete JAWORM Q®OT=OITC. PLACEMENT DATA Date Cast: 5/26/00 Set No. :G 18 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout - - — Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2760 Sand, 800 Cement, 177 Quantity: 5 cy Water, 5.6 Air, 32.8 Reo Slump: 7" Truck No. : 134 Ticket No. : Specimen Temperature: 68 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: foundation wall 13F to D Location of Sample Origin: foundation wall 13E Comments: Specimen No. G 18 A G 18 B G 18 C G 18 D Date Cast 5/26/00 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 6/23/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.40 5.42 5.36 5.20 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 17,956 Str ss (psi) 1,700 R vi wed By. Date: C� 8��oc� LAP LAB CODE#10315-0 .L TEST RESULTS FIDOF__J DO NOT The above reported test results was attained through COMY&V WITH SPECIFICATIONS procedm+es perfumed in acoardance with ASTM C31, ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR wtam GROUT COMPRESSIVE TEST SUMMARY `«�r, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JAWORM GB017M IIITC. PLACEMENT DATA Date Cast: 5/26/00 Set No. :G 17 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout — Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 2811 Sand, 185.7 Water, Quantity: 7 cy 831.4 Cement, 33.7 Reo, Slump: 5.14 Air Truck No. : 108 Ticket No. : 3886 Specimen Temperature: Weather: clear, •70 degrees Total Location of Masonry Construction: wall col.- line J6 to 13, 8' off floor slab Location of Sample Origin: wall col. line J9 Comments: Specimen No. G 17 A G 17 B G 17 C G 17 D Date Cast 5/26/00 5/26/00 5/26/00 5/26/00 Date Tested 6/2/00 6/23/00 6/23/00 6/23/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.18 5.02 5.18 5.22 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 13,704 Stress (psi) 1,300 R viewed By. Date: W VLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reported teat results were attained through CO WITH SPECIFICATIONS procedures performed in a000rdance with ASTM C31, ARE NOT COMPLETE N/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials TesUng FEmLaboratory GROUT COMPRESSIVE TEST SUMMARY Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction M Client: Target Stores Supplier: Aiudi Concrete JAWORSIG GECTML INC. PLACEMENT DATA Date Cast: 5/27/00 Set No. :G 19 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy not provided Slump: 7" Truck No. : 108 Ticket No. : 3921, 3922 Specimen Temperature: Weather: clear, 70 degrees Total Location of Masonry Construction: J-10 to 13 and 13J to G Location of Sample Origin:J-11 bond beam Comments: Specimen No. G 19 A G 19 B G 19 C G 19 D ,�,�� `t'�AAk,09 Date Cast 5/27/00 5/27/00 5/27/00 5/27/0( Date Tested 6/3/00 6/24/00 6/24/00 6/24/00=-0_ *\ ( 7 days) (28 days) (28 days) ( 28 day$ .c� W ight (lbs) 5.22 5.14 5.36 5.06 '%cS'S�'�� End Area (sq i n) 10.56 10.56 10.56 10.56 `�� Load (lbs) 13,229 20,599 21,113 20,718 Stress (psi) 11250 11950 2,000 1,960 Reviewed By• Date: (� �Z �cx� VLAP LAB CODE#10315-0 ITEST RESULTS F-1 DO DO NOT The above repod ed UK mutts were attained through COMPLY WITH SPECMCATIONS prooedwes perfo med in a000tdame with AS'IM C 31, EIARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY am r, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete �WO GBOTWL QI1G. PLACEMENT DATA Dat Cast: 5/27/00 Set No. :G 19 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: not provided Quantity: 8 cy Slump: 7" Truck No. : 108 Ticket No. : 3921, 3922 Specimen Temperature: Weather: clear, -70 degrees Total Location of Masonry Construction: J-10 to 13 and 13J to G Location of Sample Origin:J-11 bond beam Comments: Specimen No. G 19 A G 19 B G 19 C G 19 D Date Cast 5/27/00 5/27/00 5/27/00 5/27/00 Date Tested 6/3/00 6/24/00 6/24/00 6/24/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.22 5.14 5.36 5.06 - End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 13,229 Stress (psi) 1,250 Reviewed By Date: Co /�/w VLAP LAB CODE#10315-0 TEST RESULTS DO n DO NOT The above reported test results were attained through COh PCY WITH SPECIFICATIONS procodmnes parfoimed in acoordance with AS'I'M C31, ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR rastern Materials �m Laoratory GROUT COMPRESSIVE TEST SUMMARY : Testing b Project: Targ t Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site JAWORM GBCAn= PLACEMENT DATA Date Cast: 5/27/00 Set No. :M 19 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: clear, 65 degrees ", —Total Location of Masonry Construction: wall column line 13J to G Location of Sample Origin: wall colummn line 13H 4 feet off floor Comments: Specimen No. M 19 A M 19 B M 19 C Date Cast 5/27/00 5/27/00 5/27/00 Date Tested 6/3/00 6/24/00 6/24/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,467 Stress (psi) 3,370 Reviewed By: Date: (� /�/� INVLAP LAB CODE#10315-0 TEST LILTSFIDO DO NOT 11m above reported test results were attained through CO LY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE EIN/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materia- Teatia�la GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores RN. Supplier: mixed on site JARSIG PLACEMENT DATA Date Cast: 5/27/00 Set No. :M 19 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees Weather: clear, 65 degrees Total Location of Masonry Construction: wall column line 13J to G Location of Sample Origin: wall colummn line 13H 4 feet off floor Comments: Specimen No. M 19 A M 19 B M 19 C �1Mtlfllllllll//Iiii��i��i Date cast 5/27/00 5/27/00 5/27/00 F CON/�, Date Tested 6/3/00 6/24/00 6/24/00 Q�` v� ArVp ( 7 days) (28 days) (28 days) W ight (lbs) 0.60 0.60 0.60 = \ End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,467 13,961 14,950 flit Stress (psi) 31370 31490 3,740 Reviewed By Date: &�Iz et tIcA' NVLAP LAB CODE#I�5-0 TEST RESULTS O M DO NOT 11e above reported hest resdts were aVadned through COMPLY WITH SPECIFICATIONS proccf1m performed in accordance with AS"TM C31, ARE NOT COMPLETE [—]N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY '� Materials � Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores I• • Suppli r: mixed on site �JAWORM GBOM .INC. PLACEMENT DATA Dat Cast: 5/30/00 Set No. :M 20 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi — Grout - X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specim n Temperature: Weather: overcast, 50 degrees Total Location of Masonry Construction: wall 13J -to D Location of Sample Origin: wall 13E 5' up from floor Comments: Specimen No. M 20 A M 20 B M 20 C CON/F�; Date Cast 5/30/00 5/30/00 5/30/00 y� �.�� 9 ; QF Date Tested 6/6/00 6/27/00 6/27/00 ( 7 days) (28 days) (28 days) 7 \Q\ Weight (lbs) 0.58 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 ��'%i�i �A,l�' ►��`�'��\ Load (lbs) 71633 81,879 80,119 Stress (psi) 11910 2,220 2,030 Reviewed By. Date:611,,qe/ NVLAP LAB CODE# 10315-0 TEST RESULTS O'DO FIDO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS prooahm performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern COMPRESSIVE TEST SUMMARY '� T FateriabGROUT Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores map -, Supplier: Aiudi Concrete JAWORSKI C .INCPLACEMENT DATA Date Cast: 5/30/00 Set No. :G 20 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy 3543.8 Sand, 206.8 Water, 802.5 Cement, 5.1 Air, Slump: 8" 34.0 Reo Truck No. : 131 Ticket No. : 3933 Specimen Temperature: 68 Weather: overcast, 50 degrees Total Location of Masonry Construction: Wall 13J -to D Location of Sample Origin: wall column line 13E 5' up from floor Comments: G 20 A G 20 B G 20 C G 20 D \\ lO Ci��/ Specimen No. �� ii Date Cast 5/30/00 5/30/00 5/30/00 5/30/0��`�� ►y Aq ; C Dat T sted 6/6/00 6/27/00 6/27/00 6/27/0000 ( 7 days) (28 days) (28 days) ( 28 dt?bj Weight (lbs) 5.30 5.20 5.20 5.26 °' End Area (sq in) 10.56 10.56 10.56 10.56 01/NS1111 r Load (lbs) 22,893 29,515 30,560 29,275IfI1111-111 Stress (psi) 21170 21790 21890 21770 Reviewed By: Date � NVLAP LAB CODE#10315-0 TEST RESULTS DDO [�J�DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS pmoed paf ned in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY �" Materialsting _ Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JAMMU GBOIEM INC. PLACEMENT DATA Date Cast: 5/30/00 Set No. :G 21 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 3.5 cy not provided Slump: 8.5" Truck No. : 108 Ticket No. : 3941 Specimen Temperature: 64 degrees Weather: clear, 60 degrees Total Location of Masonry Construction: wall column line J 13J to D 10, off floor Location of Sample Origin: wall column line 13G 10' off floor Comments: Specimen No. G 21 A G 21 B G 21 C G 21 D �011�,Jillllllll!//�ft�� \\��\ F CO+11111// i Date Cast 5/30/00 5/30/00 5/30/00 5/30/00 `,``G`(� W JA�j%,C��. Date Tested 6/6/00 6/27/00 6/27/00 6/27/00 co,��Q' ( 7 days) (28 days) (28 days) ( 28 days * =�= Weight (lbs) 5.16 5.38 5.34 5.20 -�= .17 n. End Area (sq in) 10.56 10.56 10.56 10.56 \ Load (lbs) 10,817 22,008 20,421 21,707 �%� „L,,11011100\\\\ Stress (psi) 11020 21080 1,930 21060 Reviewed By: Date: NVLAP LAB CODE# 10315-0 TEST RESULTS FIDO12f DO NOT The above re xwW test results were attained through COMPLY WITH SPECIFICATIONS pafomod in axordawe with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. • CONCRETE MASONRY, MORTAR, OR wcw GROUT COMPRESSIVE TEST SUMMARY matwias amu r, Project: Targ t Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ftm Supplier: mixed on site JAWORSKI Man=w. PLACEMENT DATA Date Cast: 5/30/00 Set No. :M 20 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi - — Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: overcast, 50 degrees Total Location of Masonry Construction: wall 13J to D Location of Sample Origin: wall 13E 5' up from floor ) Comments: Specimen No. M 20 A M 20 B M 20 C Date Cast 5/30/00 5/30/00 5/30/00 Date Tested 6/6/00 6/27/00 6/27/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 7,633 Stress (psi) 11910 Reviewed By:.— Date:41P_AV VLAP LAB CODE#10315-0 :TESTRESULTS FIDOF-1 DO NOT The above reported test results were attained through WITH SPECIFICATIONS prooedW"S pafonned in accordance with ASTM C31, RE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR w� GROUT COMPRESSIVE TEST SUMMARY .: TINUrlry Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores 10 Supplier: Aiudi Concrete JAWORM G8011 I.INC. PLACEMENT DATA Date Cast: 5/30/00 Set No. :G 21 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 3.5 cy not provided Slump: 8.5" Truck No. : 108 Ticket No. : 3941 Sp cimen Temperature: 64 degrees Weather: clear, •60 degrees Total Location of Masonry Construction: wall column line J 13J to D 10' off floor Location of Sample Origin: wall column line 13G 10' off floor Comments: Specimen No. G 21 A G 21 B G 21 C G 21 D Date Cast 5/30/00 5/30/00 5/30/00 5/30/00 Date Tested 6/6/00 6/27/00 6/27/00 6/27/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.16 5.38 5.34 5.20 - End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 10,817 Stress (psi) 1,020 Reviewed By: Date: GIs loci NVLAP LAB CODE# 10315-0 TEST RESULTS DOF--J DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS pTocoduren performed in accordance with ASTM C31, ARE NOT COMPLETE EIN/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY . Latzlry �: Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores %0 Supplier: Aiudi Concrete JAWORM G®OTBM II1TC. PLACEMENT DATA Date Cast: 5/30/00 Set No. :G 20 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout — Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3543.8 Sand, 206.8 Water, Quantity: 8 cy 802.5 Cement, 5.1 Air, Slump: 8" 34.0 Reo Truck No. : 131 Ticket No. : 3933 Specimen Temperature: 68 Weather: overcast, 50 degrees Total Location of Masonry Construction: Wall 13J to D Location of Sample Origin: wall column line 13E 5' up from floor Comments: Sp cimen No. G 20 A G 20 B G 20 C G 20 D Date Cast 5/30/00 5/30/00 5/30/00 5/30/00 Date Tested 6/6/00 6/27/00 6/27/00 6/27/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.30 5.20 5.20 5.26 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 22,893 Stress (psi) 2,170 Reviewed By: Date: �� NVLAP LAB CODE#10315-0 TEST RESULTS DO M DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS provedu&W performed in accordance with ASTM C31, ARE NOT COMPLETE El N/A C39,C94,C 143,C172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores .4 Supplier: mixed on site k;a M_ JAWORM (i00TEM III1G. PLACEMENT DATA Date Cast: 5/31/00 Set No. :M 21 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3 3/41, Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: clear, -55 degrees Total Location of Masonry Construction: wall column line 131 to D 18' from top of floor Location of Sample Origin: wall column line 13F 18' from top of floor Comments: Specimen No. M 21 A M 21 B M 21 C Date Cast 5/31/00 5/31/00 5/31/00 Date T sted 6/7/00 6/28/00 6/28/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 11,351 Stress (psi) 2,840 Reviewed By: Dater/l'/ VLAP LAB CODE#10315-0 TEST RESULTS DDO [—] DO NOT The above reported test results were attained davugh =ARE WITH SPECIFICATIONS procedures perfomied in accoa+dance with ASTM C31, OT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY �' T=Faterialsg Laboratory Project: Targ t Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ••••- Supplier: mixed on site JAWORSKI C�01Et�i.INC DATA Date Cast: 5/31/00 Set No. :M 21 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism— Grout Required Strength: 1800 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 3 3/4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees Weather: clear, 55 degrees Total Location of Masonry Construction: wall column line 13J to D 18' from top of floor Location of Sample Origin: wall column line 13F 18' from top of floor Comments: Specimen No. M 21 A M 21 B M 21 C Date Cast 5/31/00 5/31/00 5/31/00 �11 CC) NIcC''�'� Date Tested 6/7/00 6/28/00 6/28/00 ( 7 days) (28 days) (28 days) co Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 ".��C �0��``•�s� Load (lbs) 11,351 13,907 13,989 iii3O A �;.•��\ Stress (psi) 21840 31480 31500 Reviewed By: /68 Date: 61-3a1Lcr VLAP LAB CODE#10315-0 TEST RESULTS O EIDO NOT The above repotted test results were attained duvugh COMPLY WITH SPECIFICATIONS prooeftes pafaociod in accordance with ASTM C31, ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARYAboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores M Supplier: Aiudi Concrete JAWORM GBOTEM OW. PLACEMENT DATA Date Cast: 6/l/00 Set No. :G 23 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 4 cy not provided Slump: 7.51' Truck No. : 134 Ticket No. : 3992 Specimen Temperature: 68 degrees Weather: clear, -70 degrees Total Location of Masonry Construction: foundation wall col. line A-C on 10 line Location of Sample Origin: column line 10B foundation wall ) Comments: Specimen No. G 23 A G 23 B G 23 C G 23 D Dat Cast 6/1/00 6/1/00 6/1/00 6/1/00 Date Tested 6/8/00 6/29/00 6/29/00 6/29/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.30 5.32 5.44 5.36 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 27,092 Stress (psi) 21570 Reviewed By.Byr Date:e,/Q uC/ VLAP LAB CODE#10315-0 TEST RESULTS FIDO n DO NOT The above reported test results were attained through . CO WITH SPECIFICATIONS procxdures perfommed in ac cordanoe with ASTM C31, E30IMNOT COMPLETE DMA IC39,C94,C143,C172,C192,C231,C617,C1231. • CONCRETE MASONRY, MORTAR, OR 9,tem GROUT COMPRESSIVE TEST SUMMARY «m - � LaboralIty Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Im Supplier: Aiudi Concrete JAWORSE G®O�l.II11C. PLACEMENT DATA Date Cast: 6/l/00 Set No. :G 22 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: na psi X Grout - - _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: .46 cu ft mixed dayton non-shrink non metallic sure grip Slump: 2" Truck No.: na Ticket No. : na Specimen Temperature: 72 degrees Weather: clear, -70 degrees Total Location of Masonry Construction: baseplate- grout column line A-J on 7 line Location of Sample Origin: baseplate grout column line 7D ) Comments: Specimen No. G 22 A G 22 B G 22 C G 22 D Date Cast 6/1/00 6/1/00 6/1/00 6/1/o6 Date Tested 6/8/00 6/29/00 6/29/00 6/29/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) End Area (sq in) 10.37 10.56 10.56 10.56 Load (lbs) 35,160 Str ss (psi) 31390 Reviewed By:. Date:e � /cx-., VLAP LAB CODE#10315-0 • TEST RESULTS DO 0 DO NOT The above reported test results were attained through COMP WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY � Labor�lor� Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ftm Supplier: mixed on site JAWORSKI mil,M PLACEMENT DATA Date Cast: 6/l/00 Set No. :M 22 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Priam— Grout Required Strength: 2500 psi • _ X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Lime, 1 1/2 Quantity: 1 cy Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No.: n/a Specimen Temperature: Weather: clear, 75 degrees Total Location of Masonry Construction: foundation wall column line 10A to C Location of Sample Origin: foundation wall 10B column line Comments: Specimen No. M 22 A M 22 B M 22 C Date Cast 6/1/00 6/l/00 6/l/00 Date Tested 6/8/00 6/29/00 6/29/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 7,890 Stress (psi) 11970 Reviewed By: �,: Date: & iwD WLAP LAB CODE#10315- [:=ARFE T RESULTS DO [--] DO NOT The above reported best results were attained through SPECIFICATIONS provodm+es performed in acoordame with pSTM C319 OMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials TesUns GROUTF COMPRESSIVE TEST SUMMARY EmLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores - Suppli r: Aiudi Concrete JAVf�ORSKt G®O'IMI.M PLACEMENT DATA Date Cast: 6/1/00 Set No. :G 23 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 - Grouted Masonry Prism Required Strength: 3000 psi X Grout - Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 4 cy not provided Slump: 7.5" Truck No. : 134 Ticket No. : 3992 Specimen Temperature: 68 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: foundation wall col. line A-C on 10 line Location of Sample Origin: column line 10B foundation wall Comments: Specimen No. G 23 A G 23 B G 23 C G 23 D Date Cast 6/l/00 6/l/00 6/l/00 6/l/00 �\\\``\\`,o �uC0�NN�� Date Tested 6/8/00 6/29/00 6/29/00 6/29/00 ��`� `'Q,� J. i� ( 7 days) (28 days) (28 days) ( 28 days) co Weight (lbs) 5.30 5.32 5.44 5.36 _*= "a 5120 End Area (sq in) 10.56 10.56 10.56 10.56 = O Load lbs 27,092 31,876 31,766 31,802 S Stress (psi) 2,570 3,020 3,010 3,010 Reviewed By: J Date: 7/8/,00 NVLAP LAB CODE# 10315- TEST RESULTS EJ`DO n DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS lnocediu�performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Ma T�tin`la Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores , a Supplier: Aiudi Concrete JAWORSKI mI.INC. PLACEMENT DATA Date Cast: 6/1/00 Set No. :G 22 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: na psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: .46 cu ft mixed dayton non-shrink non metallic sure grip Slump: 2" Truck No. : na Ticket No. : na Specimen Temperature: 72 degrees Weather: clear, 70 degrees Total Location of Masonry Construction: baseplate grout column line A-J on 7 line Location of Sample Origin: baseplate grout column line 7D Comments: 11 C, r14 E/�ISO Specimen No. G 22 A G 22 B G 22 C G 22 D?* 1 Date Cast 6/l/00 6/l/00 6/l/00 6/1/0(F--� Date Tested 6/8/00 6/29/00 6/29/00 6/29/00 ��S; ( 7 days) (28 days) (28 days) ( 28 days) 111+111 , /llll Weight (lbs) End Area (sq in) 10.37 10.56 10.56 10.56 Load (lbs) 351160 44,495 42,300 43,269 Stress (psi) 31390 4,210 4,010 4,100 Reviewed By: Date: 71,/da INVLAP LAB CODE# 10315-0 .LTEST RESULTS [D'DOF-I DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures perfumed in accordance with ASTM C31, ET ARE NOT COMPLETE ET N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY , Tesing ory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores . •• . . Supplier: mixed on site JAWORSKI G®OrlF=INC. PLACEMENT DATA Date Cast: 6/l/00 Set No. :M 22 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 2500 psi — Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Lime, 1 1/2 Water, 2 Cement Slump: 4" Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: clear, 75 degrees Total Location of Masonry Construction: foundation wall column line 10A to C Location of Sample Origin: foundation wall 10B column line Comments: Specimen No. M 22 A M 22 B M 22 C Date Cast 6/1/00 6/1/00 6/1/00 �silt JA��''�C i Date Tested 6/8/00 6/29/00 6/29/00 ( 7 days) (28 days) (28 days) a Weight (lbs) 0.58 0.58 0.581j=; 7 End Area (sq in) 4.00 4.00 4.00 �%�`'+ '•�� ' Load (lbs) 7,890 10,147 10,108 Stress (psi) 1,970 2,540 2,530 R viewed By: �j Date: &I3% NVLAP LAB CODE#10315-0 TEST RESULTS ErDO n DO NOT The above repotted test results were attained&on& COMPLY WITH SPECIFICATIONS procedures performed in amotdance with AMU C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY T Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site t�AwO CEOrI�I,W.PLACEMENT DATA Date Cast: 6/2/00 Set No. :M 24 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: overcast 90 degrees F Total Location of Masonry Construction: wall 9A to 10B.5 Location of Sample Origin: wall 10B, up 6' from floor slab Comments: Specimen No. M 24 A M 24 B M 24 C Date Cast 6/2/00 6/2/00 6/2/00 Date Tested 6/9/00 6/30/00 6/30/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 11,252 Str ss (psi) 21810 Reviewed By. Date.. q/W C9 VLAP LAB CODE#10315-0 TEST RESULTS FIDO n DO NOT The above reported test results were attained though COMP Y WITH SPECIFICATIONS prooedmes pafocmed in accordance with ASTM C31, ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Test►ng '' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction y Client: Target Stores •••�. e Supplier: mixed on site JAWORSIQ PLACEMENT DATA Date Cast: 6/2/00 Set No. :M 24 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar. EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: overcast 90 degrees F Total Location of Masonry Construction: wall 9A to 10B.5 Location of Sample Origin: wall 10B, up 6' from floor slab Comments: Specimen No. M 24 A M 24 B M 24 C Date Cast 6/2/00 6/2/00 6/2/00 0 co JA{q, Date Tested 6 9 00 6 30 00 6 30 00 ��``11 09C' ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.58 _ .17560 \\� End Area (sq in) 4.00 4.00 4.00 �� Load (lbs) 11,252 11,291 10,797 i rn►r n Stress (psi) 2,810 2,820 2,700 Reviewed By: J Date: V-;01CV PYVLAP LAB CODE#10315-0 TEST RESULTS DO n DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance dance wide ASTM C31, 0-ARE NOT COMPLETE MA C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastem Materials GROUT COMPRESSIVE TEST SUMMARY amLaboratop Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores IM Supplier: Aiudi Concrete JAWOLSE GBOTEM INC. PLACEMENT DATA Date Cast: 6/5/00 Set No. :G 25 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 4 cy 2745 lbs Sand, 1370 lbs Cement, 191.3 lbs Water, Slump: 7.75" 5.5 oz. Air, 33 oz. Reo Truck No. : 134 Ticket No. : 4055 Specimen Temperature: 76 degrees F Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line A8.5 to 10, A10 to B.8 Location of Sample Origin: wall 10B, 8' off floor Comments: Specimen No. G 25 A G 25 B G 25 C G 25 D Date Cast 6/5/00 6/5/00 6/5/00 6/5/00 Date Tested 6/12/00 7/3/00 7/3/00 7/3/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.42 5.38 5.44 5.46 End Area (sq in) 10.56 9.00 9.00 9.00 Load (lbs) 15,840 Stress (psi) 1,500 Reviewed B Date: �o �j�//moo NVLAP LAB CODE#10315-0 . TEST RESULTS FIDO [:] DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS promdures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR matnials GROUT COMPRESSIVE TEST SUMMARY F Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site eAw0RSIQ G®OTBCEL IIITC. PLACEMENT DATA Date Cast: 6/5/00 Set No. :M 25 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar - EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 2 Cement, 1 Lime, Quantity: 1 cy 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: light rain, 55 degrees F otal Location of Masonry Construction: wall column line A8.5 to 10, A10 to B.8 Location of Sample Origin: wall 10B, 7' off floor Comments: Specimen No. M 25 A M 25 B M 25 C Date Cast 6/5/00 6/5/00 6/5/00 Date Tested 6/12/00 7/3/00 7/3/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.60 0.60 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 8,167 Stress (psi) 21040 R viewed By: ate: b��Y/UU INVLAP LAB CODE# 10315-0 w TEST RESULTS EJ DO FIDO NOT The above reported best results were attained through CO Y WITH SPECIFICATIONS pmceduc+es performed in accordance with ASTM C31, ARE NOT COMPLETE N/A IC39t C94,C143,C172,C1929,C2313,C617,C1231. CONCRETE MASONRY, MORTAR, OR Baatern GROUT COMPRESSIVE TEST SUMMARY �'F- Materials Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores M Supplier: Aiudi Concrete JAWORM PLACEMENT DATA Dat Cast: 6/5/00 Set No. :G 25 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 4 cy 2745 lbs Sand, 1370 lbs Cement, 191.3 lbs Water, Slump: 7.75" 5.5 oz. Air, 33 oz. Reo Truck No. : 134 Ticket No. : 4055 Specimen Temperature: 76 degrees F Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line A8.5 to 10, A10 to B.8 Location of Sample Origin: wall 10B, 8' off floor Comments: Specimen No. G 25 A G 25 B G 25 C G 25 D \o\04111111 JI/8 �� Date Cast 6 5 00 6 5 00 6 5 00 6 5 00 <C• �4i`�ii<<��"'� CC, �`�� Date Tested 6/12/00 7/3/00 7/3/00 7/3/00 ( 7 days) (28 days) (28 days) ( 28 days) ZZ Weight (lbs) 5.42 5.38 5.44 5.46 15120 End Area (sq in) 10.56 10.56 10.56 10.56 ��Si FNS,�''�`�� Load (lbs) 15,840 22,122 20,896 22,458 �/1111 "111`�\`\\\ Stress (psi) 11500 21090 11980 2,130 Reviewed By: Date: //0/66 JNVLAP LAB CODE# 10315-0 TEST RESULTS DO [0 DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS prooedurm performed in accordance with ASTM C31, E]ARE NOT COMPLETE NIA C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materi F — Tf Ui, GROUT COMPRESSIVE TEST SUMMARY _ Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores RE Supplier: mixed on site eAw0RSE Gunim Q11G. - PLACEMENT DATA Date Cast: 6/5/00 Set No. :M 25 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: light rain, 55 degrees F Total Location of Masonry Construction: wall column line A8.5 to 10, A10 to B.8 Location of Sample Origin: wall 10B, 7' off floor Comments: Specimen No. M 25 A M 25 B M 25 C Date Cast 6/5/00 6/5/00 6/5/00 " CON \�� GEii3O JJ Date Tested 6/12/00 7/3/00 7/3/00 ) (28 days) (28 days)da s 7 ( Y Y ;.0 Weight (lbs) 0.60 0.60 0.58 15120 End Area (sq in) 4.00 4.00 4.00 took Load (lbs) 8,167 8,543 8,862 C, ��''% 111 S�ONAL�//1/111111f11NN N� Stress (psi) 2,040 2,140 2,220 Reviewed By: Date: 71616 U NVLAP LAB CODE# 10315-0 TEST RESULTS [EfDo DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures perfvtmed in accordance with ASTM C31, ARE NOT COMPLETE [:] N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Tmatmials "Ung Laboratory Proj ct: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JA RSE PLACEMENT DATA Date Cast: 6/8/00 Set No. :G 26 Test Sp cimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 - Grouted Masonry Prism X Grout Required Strength: 3000 psi Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2736 lbs Sand, 816 lbs Quantity: 5 cy Cement, 192 lbs Water, 5.6 Slump: 6" oz. Air, 33.6 oz. Reo Truck No. : 134 Ticket No. : 4102 Specimen Temperature: 76 degrees F Weather: clear, 75 degrees F Total Location of Masonry Construction: column line wall A-9 to 10, 15' off floor Location of Sample Origin: wall column line A-9 Comments: Specimen No. G 26 A G 26 B G 26 C G 26 D Date Cast 6/8/00 6/8/00 6/8/00 6/8/00 Date Tested 6/15/00 7/6/00 7/6/00 7/6/00 \�\��1a� �ic►O�N�� ( 7 days) (28 days) (28 days) ( 28 days)\\\��` 0bNCE�J. � Weight (lbs) 5.54 5.70 5.62 5.64 ?fA- 49 End Area (sq in) 10.56 10.56 10.56 10.56 ' Load (lbs) 25,589 31,766 34,436 33,684 =� ,�� , lilt Stress (psi) 21420 31010 31260 3,190 /O�NA�1 Reviewed By: Date: �, NVLAP LAB CODE# 10315-0 TEST RESULTS El DOF-I DO NOT The above repotted test results were attained through COMPLY WITH SPECIFICATIONS proc edu"a performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY '� x rstia�ting' ate Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores , Supplier: Aiudi Concrete �jAWORSKt GE017M INC. PLACEMENT DATA Date Cast: 6/8/00 Set No. :G 27 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Grout Required Strength: 3000 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2742 lbs Sand, 1360 lbs Cement, 192 lbs Water, 5.6 Slump: 8.5" oz. Air, 32.8 oz. Reo Truck No. : 134 Ticket No. : 4106 Specimen Temperature: 76 degrees F Weather: clear, 75 degrees F LTotal Location of Masonry Construction: wall column line C-D on 13 line, 15' off floor Location of Sample Origin: column line, wall 13D, 15' off floor Comments: Specimen No. G 27 A G 27 B G 27 C G 27 D Date Cast 6/8/00 6/8/00 6/8/00 6/8/00 Date Tested 6/15/00 7/6/00 7/6/00 7/6/00 X'OF1�CO�NI� �yy ( 7 days) (28 days) (28 days) ( 28 days) `,` 0I E i. Weight (lbs) 5.70 5.32 5.31 5.30 Q),`� 9= End Area (sq in) 10.56 10.56 10.56 10.56 - = 5120 Load (lbs) 23,018 31,707 30,085 32,755 -- - /CENSi�I,�� ONALp\\\�� Stress (psi) 21180 31000 2,850 3,100 '��"''iiurll�lIIIIIN}111 Reviewed By r��-y_ Date: it�cu NVLAP LAB CODE# 10315-0 TEST RESULTS FrD10 n DO NOT The above reported test ressults were al ainod dirough COMPLY WITH SPECIFICATIONS pr000dures performed in accordanoo with ASTM C31, DARE NOT COMPLETE EINIA C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY materials Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction 91 Client: Target Stores in Supplier: Aiudi Concrete PLACEMENT DATA Date Cast: 6/8/00 Set No. :G 26 Test Specimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2736 lbs Sand, 816 lbs Cement, 192 lbs Water, 5.6 Slump: 6" oz. Air, 33.6 oz. Reo Truck No. : 134 Ticket No. : 4102 Specimen Temperature: 76 degrees F Weather: clear, 75 degrees F Total Location of Masonry Construction: column line wall A-9 to 10, 15' off floor Location of Sample Origin: wall column line A-9 Comments: Specimen No. G 26 A G 26 B G 26 C G 26 D Date Cast 6/8/00 6/8/00 6/8/00 6/8/00 Date Tested 6/15/00 7/6/00 7/6/00 7/6/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.54 5.70 5.62 5.64 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 25,589 Str ss (psi) 21420 Reviewed By Date: /60 PVLAP LAB CODE#10315-0 TEST RESULTS DO [:] DO NOT The above reported test results were attained through CO WITH SPECIFICATIONS procedmes performed in accordance with ASTM C3 I ARE NOT COMPLETE N/A C39,C949,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY TestwWa boratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction EM Client: Target Stores t1Aw0.. .�� Supplier: Aiudi Concrete GEOTI.M PLACEMENT DATA Date Cast: 6/8/00 Set No. :G 27 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout — Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2742 lbs Sand, 1360 lbs Cement, 192 lbs Water, 5.6 Slump: 8.5" oz. Air, 32.8 oz. Reo Truck No. : 134 Ticket No. : 4106 Specimen Temperature: 76 degrees F Weather: clear, 75 degrees F Total Location of Masonry Construction: wall column line C-D on 13 line, 15' off floor Location of Sample Origin: column line, wall 13D, 15' off floor Comments: Specimen No. G 27 A G 27 B G 27 C G 27 D Date Cast 6/8/00 6/8/00 6/8/00 6/8/00 Date T sted 6/15/00 7/6/00 7/6/00 7/6/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.70 5.32 5.31 5.30 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 23,018 Str ss (psi) 2,180 Revi wed By: Date: 1-/�- VLAP LAB CODE#10316-0 TEST RESULTS M DOF] DO NOT The above reponed teat results were attained through . cowty WITH SPECIFICATIONS promhues puf0awd in s000rdanoe with ASTM C31; [ilARENOTCOWLETIZ E]N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR . mum GROUT COMPRESSIVE TEST EV TL",bUrftat,'7llatwisjz Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Im Supplier: mixed on site JAWORM GBOTM II11C. PLACEMENT DATA Date Cast: 6/8/00 Set No. :M 26 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 2 Cement, 1 Lime, Quantity: 1 cy 1 1/2 Water Slump: 3" Truck No.: n/a Ticket No.: n/a Specimen Temperature: 62 degrees F Weather: clear, 70 degrees F Total Location of Masonry Construction: wall 13D Location of Sample Origin: C-E on 13 line Comments: Specimen No. M 26 A M 26 B M 26 C Date Cast 6/8/00 6/8/00 6/8/00 Date Tested 6/15/00 7/6/00 7/6/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.62 0.61 0.62 End Ar a (sq in) 4.00 4.00 4.00 Load (lbs) 20,665 Stress (psi) 51170 Reviewed By. Date: ro 114-I VLAP LAB CODE#10315-0 TEST RESULTS DO M DO NOT the above reposed test results w=attained through CO Y WITH SPECIFICATIONS perfommod in aoomdanoe with ASTM C31; ARE NOT COMPLETE N/A C399 C94,C143,C172,C192,C2313,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY E La oter rato als ?sting Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores • " ' • Supplier: mixed on site JA ORSE GBOPLACEMENT DATA Date Cast: 6/8/00 Set No. :M 26 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism - Grout Required Strength: 1800 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 2 Cement, 1 Lime, Quantity: 1 cy 1 1/2 Water Slump: 3" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees F Weather: clear, 70 degrees F Total Location of Masonry Construction: wall 13D- Location of Sample Origin: C-E on 13 line Comments: Specimen No. M 26 A M 26 B M 26 C Date Cast 6/8/00 6/8/00 6/8/00 CONN Date Tested 6/15/00 7/6/00 7/6/00 �,t�.`,1� E J� ( 7 days) (28 days) (28 days) Weight (lbs) 0.62 0.61 0.62 End Area (sq in) 4.00 4.00 4.00 = _ 15120 Load (lbs) 20,665 25,760 25,049 /ONAfL IE Stress (psi) 5,170 6,440 61260 Reviewed By: Date: �/v NVLAP LAB CODE# 10315-0 TEST RESULTS [��fDo FIDO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materiats GROUT COMPRESSIVE TEST SUMMARY Testing� am Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores . •. . , Supplier: mixed on site JAWORSE GEOTOM INC. PLACEMENT DATA Date Cast: 6/9/00 Set No. :M 27 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: clear, 75 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 Location of Sample Origin: wall column line C-11, 5' off floor Comments: Specimen No. M 27 A M 27 B M 27 C Date Cast 6/9/00 6/9/00 6/9/00 CON Date Tested 6/16/00 7/7/00 7/7/00 \\\��0��,�,�J �, ( 7 days) (28 days) (28 days) P, Q�� C0:\� G-i Weight (lbs) 0.58 0.60 0.60 ;�c End Area (sq in) 4.00 4.00 4.00 5120 Load (lbs) 9,314 11,681 11,246 Stress (psi) 2,330 2,920 2,810 Jill Reviewed By. J Date: olgl INVLAP LAB CODE# 10315-0 TEST RESULTS [ffDO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procbdures performed in accordance with ASTM C319 ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR GROUT COMPRESSIVE TEST SUMMARY _« � L.eur.tur� Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • •� - Supplier: mixed on site JAWORSE G =M PLACEMENT DATA Date Cast: 6/9/00 Set No. :M 27 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism- Grout Required Strength: 1800 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 2 Cement, 1 Lime, Quantity: 1 cy 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: clear, 75 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 Location of Sample Origin: wall column line C-11, 5' off floor Comments: Specimen No. M 27 A M 27 B M 27 C Date Cast 6/9/00 6/9/00 6/9/00 Date Tested 6/16/00 7/7/00 7/7/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.60 0.60 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 91314 Stress (psi) 21330 Reviewed By: — Date4o JNVLAP LAB CODE#10315-0 A F LILTS DOF-1 DO NOT The above reported test results wereattainedWITH SPECIFICATIONS provodures peribmiod in a000rdanoa with�'M C31, OT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials Testing Laboratory F- Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • •• - . Supplier: mixed on site JAWORSIG MUM INC PLACEMENT DATA Date Cast: 6/13/00 Set No. :M 28 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism - - Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 1 Cement, 2 Lime, Quantity: 1 cy 1 1/2 Water Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 66 degrees F Weather: overcast 60's Total Location of Masonry Construction: C-10 to -13, 12" concrete block, 12' up from floor Location of Sample Origin: C-11, 12' up from floor Comments: Specimen No. M 28 A M 28 B M 28 C Date Cast 6/13/00 6/13/00 6/13/00 Date Tested 6/20/00 7/11/00 7/11/00 �`�ei- ��`'•� JA�'Vp'-_�i ( 7 days) (28 days) (28 days) Co`.` Weight (lbs) 0.58 0.58 0.58 -0\ 7 End Area (sq in) 4.00 4.00 4.000 Load lbs 9,196 10,757 10,879 Stress (psi) 2,300 2,690 2,720 Reviewed B Date: �A./ JNVLAP LAB CODE# 10315-0 TEST RESULTS EfDO DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, EIARE NOT COMPLETE EIN/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern - Testingls GROUT COMPRESSIVE TEST SUMMARY _ Laboratory JL Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction r• Client: Target Stores •••�_- Supplier: Aiudi Concrete JAA,W R KI E"L INC PLACEMENT DATA Date Cast: 6/13/00 Set No. :G 29 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout - _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2940 lbs Sand with 5% Quantity: 6 cy moisture, 748 lbs Cement Slump: 7.0" 206.9 lbs Water, 3.8 oz Truck No. : n/a Darex, 30.0 oz. Adva Ticket No. : n/a Specimen Temperature: 62 degrees F Weather: overcast, 60's Total Location of Masonry Construction: Wall column line 13 E to C top section and load dock top of doors bond beam a aeaert•�i,�,• `- Location of Sample Origin: wall column line 13E top section �o.••• W"� Jq 1Vv• Comments: � . N 560 Specimen No. G 29 A G 29 B G 29 C G 29 D Date Cast 6/13/00 6/13/00 6/13/00 6/13/00 Date Tested 6/20/00 7/11/00 7/11/00 7/11/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.24 5.36 5.22 5.28 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 10,777 19,670 22,359 22,596 Stress (psi) 1,020 1,860 2,120 2,140 R viewed By:---;;, Date: Y �✓ VLAP LAB CODE# 10315-0 TEST RESULTS DO [2DO NOT The above reported test results were attained through . COMPLY WITH SPECIFICATIONS F- -Iures petfamW in accordance widi ASIM C31, E]ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C2319 C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY - Te tint: Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores - a - Supplier: mixed on site JAB Na PLACEMENT DATA Date Cast: 6/13/00 Set No. :M 28 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism - Grout Required Strength: 1800 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 1 Cement, 2 Lime, 1 1/2 Water Slump: 5" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 66 degrees F Weather: overcast 60's Total Location of Masonry Construction: C-10 to -13, 12" concrete block, 12' up from floor Location of Sample Origin: C-11, 12' up from floor Comm nts: Specimen No. M 28 A M 28 B M 28 C Date Cast 6/13/00 6/13/00 6/13/00 Date Tested 6/20/00 7/11/00 7/11/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 91196 Stress (psi) 2,300 Reviewed By: Date: �Z VLAP LAB CODE# 10315-0 E T RESULTS [-] DO DO NOT Ue above reported test results ware attained through Y WITH SPECIFICATIONS pafomied in a =da=with ASTM C311 ARE coNOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials FGROUT COMPRESSIVE TEST SUMMARY Tes :ter, Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction MWZA Client: Target Stores s1AW0 Supplier: Aiudi Concrete RM NQ PLACEMENT DATA Date Cast: 6/13/00 Set No. :G 28 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2750 lbs Sand with 7.3% moisture, 563.75 lbs Slump: 10" Cement, 240 lbs. New Cem, Truck No. : 161 198 lbs Water, 6 oz. Air, 32.7 oz. Reo Ticket No. : 196369 Specimen Temperature: 72 degrees F Weather: overcast 62 degrees F Total Location of Masonry Construction: J-3 to 6 bond beam Location of Sample Origin: J-4 bond beam Comments: Specimen No. G 28 A G 28 B G 28 C G 28 D Date Cast 6/13/00 6/13/00 6/13/00 6/13/00 GON)V Date Tested 6 20 00 7 11 00 7 11 00 7 11 00 / / l l l l l l �� JA �i0_ 4 ( 7 days) (28 days) (28 days) ( 28 da ,9�,` '9ip G� Weight (lbs) 5.40 5.46 5.70 5.50 End Area (sq in) 10.56 10.56 10.56 10.56 560 Load (lbs) 11,885 24,930 25,746 25,548 '`�C,N,S,S0,\��\ tp 'Al- Stress (psi) 1,130 2,360 2,440 2,420 Reviewed By Date: 7/// 71c, INVLAP LAB CODE# 10315-0 TEST RESULTS El DO [a-DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS prowdures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern Materials amLaboratory Testing FGROUT COMPRESSIVE TEST SUMMARY Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores MO . Supplier: Aiudi Concrete JAWORSKI PLACEMENT DATA GEOTSCEL INC. Date Cast: 6/13/00 Set No. :G 28 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 - Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 5 cy 2750 lbs Sand with 7.3% moisture, 563.75 lbs Slump: 10" Cement, 240 lbs. New Cem, Truck No. : 161 198 lbs Water, 6 oz. Air, 32.7 oz. Reo Ticket No. : 196369 Specimen Temperature: 72 degrees F Weather: overcast 62 degrees F Total Location of Masonry Construction: J-3 to 6 bond beam Location of Sample Origin: J-4 bond beam Comments: Specimen No. G 28 A G 28 B G 28 C G 28 D Date Cast 6/13/00 6/13/00 6/13/00 6/13/00 Date Tested 6/20/00 7/11/00 7/11/00 7/11/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.40 5.46 5.70 5.50 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 11,885 Str ss (psi) 1,130 R viewed By: Date: &/246-A'IJ VLAP LAB CODE# 10315-0 TEST RESULTSFIDO DO NOT The above reported test results were attained through ff LY WITH SPECIFICATIONS pr000dia+es petformod is aooaa+dan�oc with AS'I'M C31, RE NOT COMPLETE N/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Testing Laboratory Project: Target Project No. : 00141C A Division of Ra South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JAWWORSGBOTECIL E PLACEMENT DATA Date Cast: 6/13/00 Set No. :G 29 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2940 lbs Sand with 5% Quantity: 6 cy moistur , 748 lbs Cement , Slump: 7.0" 206.9 lbs Water, 3.8 oz Darex, 30.0 oz. Adva Truck No. : n/a Ticket No. : n/a Specimen Temperature: 62 degrees F Weather: overcast, 60's Total Location of Masonry Construction: Wall column line 13 E to C top section and load dock top of doors bond beam Location of Sample Origin: wall column line 13E top section Comments: Specimen No. G 29 A G 29 B G 29 C G 29 D Date Cast 6/13/00 6/13/00 6/13/00 6/13/Ob Dat Tested 6/20/00 7/11/00 7/11/00 7/11/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.24 5.36 5.22 5.28 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 10,777 Str ss (psi) 1,020 Revi wed By: Date: /2��'`' VLAP LAB CODE# 10315-0 9 TEST RESULTS FIDO DO NOT The above repotted best results were attained through CO Y WITH SPECIFICATIONS prooedm+es pufacnud in accordance with ASTM C31, ARE NOT COMPLETE N/A IC39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY am Materials g Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Cli nt: Target Stores M-P Supplier: Aiudi Concrete JAG �D G PLACEMENT DATA Date Cast: 6/14/00 Set No. :G 30 Test Specimen Type: Sample Width 3.00 Length 7.00 - Hollow Masonry Prism L/W Ratio: 2.33 :1 - Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 6 cy 2733.3 lbs Sand with 6.7% moisture, 588 lbs Cement, Slump: 10" 240 lbs New Cem, 222.7 lbs Truck No. : 121 Water, 6 oz Air, 32.7 oz. Reo Ticket No. : 196457 Specimen Temperature: Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line J-7 to 11 bond beam Location of Sample Origin: column line J-8 bond beam Comments: Specimen No. G 30 A G 30 B G 30 C G 30 D Date Cast 6/14/00 6/14/00 6/14/00 6/14/00 CON/,* .Date Tested 6/21/00 7/12/00 7/12/00 7/12/00 \\\,`\ ``<< JA' rC�jj ( 7 days) (28 days) (28 days) ( 28 days ��` '� Weight (lbs) 5.10 5.22 5.06 5.04 End Area (sq in) 10.56 10.56 10.56 10.56 \�� \ Load (lbs) 110,054 22,888 23,769 23,057 'N �IIIY��11 \ Stress (psi) 1,050 2, 170 2,250 2,180 ',i,rr Reviewed By:---:7,P Date: v7 1 q10� JNVLAP LAB CODE# 10315-0 TEST RESULTS FIDO DO NOT The above repotted test results were attained through COMPLY WITH SPECIFICATIONS prowdures peifotmed in accordance with ASTM C31, ARE NOT COMPLETE N/A 109,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY EmLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: mixed on site JA RSE CiPAXE INC. PLACEMENT DATA Date Cast: 6/14/00 Set No. :M 29 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi — Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: 3 Sand, 2 Cement, 1 Lime, Quantity: 1 cy 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: overcast 55 degrees F Total Location of Masonry Construction: 12" concrete block wall column line C-10 to 13 Location of Sample Origin: wall column line C-11, 15' above floor Comments: Specimen No. M 29 A M 29 B M 29 C Date Cast 6/14/00 6/14/00 6/14/00 Date Tested 6/21/00 7/12/00 7/12/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 91690 Stress (psi) 2,420 Reviewed By. Date: le Cilvv VLAP LAB CODE# 10315-0 TEST RESULTS EIDO [--] DO NOT MW above IeMW feat nsuhs wen attained CO Y WITH SPECIFICATIONS pr000dure-pentmwd in aa=da=with ASTM C31, ARE NOT COMPLETE N/A C399 C949 C143,C172,C1929 C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY E Te'u�`' Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores M- � Supplier: Aiudi Concrete JAcEWORSE OMM INC. PLACEMENT DATA Date Cast: 6/14/00 Set No. :G 30 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2733.3 lbs Sand with 6.7% Quantity: 6 cy moisture, 588 lbs Cement, Slump: 10" 240 lbs New Cem, 222.7 lbs Truck No. : 121 Water, 6 oz Air, 32.7 oz. Reo Ticket No. : 196457 Specimen Temperature: Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line J-7 to 11 bond beam Location of Sample Origin: column line J-8 bond beam Comments: Specimen No. G 30 A G 30 B G 30 C G 30 D Date Cast 6/14/00 6/14/00 6/14/00 6/14/00 Date Tested 6/21/00 7/12/00 7/12/00 7/12/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.10 5.22 5.06 5.04 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 11,054 Stress (psi) 1,050 Reviewed By: Date: ?G/cK-- INVLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reported test rMIM were attained though . CO Y WITH SPECIFICATIONS pr000dures peifamed in acooidance with ASTM C31, [2rARE NOT COMPLETE F-I N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern Materia- Testing GROUT COMPRESSIVE TEST SUMMARY Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores a.-,. Supplier: mixed on site JAWORSKI GE0IBM INC PLACEMENT DATA Date Cast: 6/14/00 Set No. :M 29 Test Specimen Type: Sample Width 2.00 Length 2.00 - Hollow Masonry Prism L/W Ratio: 1.00 :1 - Grouted Masonry Prism Required Strength: 1800 psi - Grout K Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: n/a Truck No. : n/a Ticket No. : n/a Specimen Temperature: Weather: overcast 55 degrees F Total Location of Masonry Construction: 12" concrete block wall column line C-10 to 13 Location of Sample Origin: wall column line C-11, 15' above floor Comments: Specimen No. M 29 A M 29 B M 29 C Date Cast 6/14/00 6/14/00 6/14/00 Date Tested 00 00 6 21 00 7 12 7 12 l l l l l l ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 -off:. " 55o End Area (sq in) 4.00 4.00 4.00 �'�`• 1 CE Y��c. Load (lbs) 91690 11,094 11,153 Stress (psi) 2,420 2,770 2,790 Reviewed By. Date: .-��`/O L, INVLAP LAB CODE# 10315-0 TEST RESULTS DO DO NOT The above reported test results we��e attained through COMPLY WITH SPECMCATIONS prooedu=performed in a000r+danoe with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY EmLaboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores �•" ' • Supplier: Aiudi Concrete JAWORM C. PLACEMENT DATA GE01MM IN Date Cast: 6/15/00 Set No. :G 31 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2745 lbs Sand, 1360 lbs Quantity: 8 cy Cement, 191.3 lbs Water, Slump: 7.5" 5.5 oz Air, 33 oz. Reo Truck No. : 168 Ticket No. : 4213 Specimen Temperature: Weather: overcast 60 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 upper section Location of Sample Origin: column line C-13 upper section Comments: Specimen No. G 31 A G 31 B G 31 C G 31 D Date Cast 6/15/00 6/15/00 6/15/00 6/15/00 Date Tested 6/22/00 7/13/00 7/13/00 7/13/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.54 5.42 5.40 5.36 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 11,627 Stress (psi) 11100 Reviewed By: Date: &IF-6100 INVLAP LAB CODE#10315-0 TEST RESULTS F1 DO DO NOT The above reported test results were attained through CO Y WITH SPECIFICATIONS prooedin�ea pafomied in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY '� Materials s Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction 5 Client: Target Stores o Supplier: Aiudi Concrete JAWORSE GBOTI,INC. PLACEMENT DATA Date Cast: 6/15/00 Set No. :G 31 Test Sp cimen Type: Sample Width 3.00 Length 7.00 Hollow Masonry Prism L/W Ratio: 2.33 :1 Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy 2745 lbs Sand, 1360 lbs Cement, 191.3 lbs Water, Slump: 7.5" 5.5 oz Air, 33 oz. Reo Truck No. : 168 Ticket No. : 4213 Specimen Temperature: Weather: overcast 60 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 upper section Location of Sample Origin: column line C-13 upper section Comments: Specimen No. G 31 A G 31 B G 31 C G 31 D Date Cast 6/15/00 6/15/00 6/15/00 6/15/00 ,p JF'ICO/NN��%�� Date Tested 6/22/00 7/13/00 7/13/00 7/13/00 ��'��''' Jq �Cj►�% ( 7 days) (28 days) (28 days) ( 28 days-Oho.. Weight (lbs) 5.54 5.42 5.40 5.36 :-:t End Area (sq in) 10.56 10.56 10.56 10.56 =_ ' �`Q Load (lbs) 11,627 23,006 24,947 23,995 Stress (psi) 1,100 2,180 2,360 2,270 Reviewed By Date: '2 l 4'/w NVLAP LAB CODE# 10315-0 TEST RESULTS DO [Z[ODO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE El N/A C39,C94,C 143,C 172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY vb�gory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction y Client: Target Stores Supplier: mixed on site JAWORSM CAOTWL INC. PLACEMENT DATA Date Cast: 6/15/00 Set No. :M 30 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Grout Required Strength: 1800 psi — X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: 4.25" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees F Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 upper section Location of Sample Origin: C-10 column line upper section Comments: Specimen No. M 30 A M 30 B M 30 C Date Cast 6/15/00 6/15/00 6/15/00 Date Tested 6/22/00 7/13/00 7/13/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.58 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 8,622 Stress (psi) 2,160 Reviewed By Date: �,/ 2 G�U� NVLAP LAB CODE#10315-0 TEST RESULTS DO DO NOT The above reported test results were aft6ned through CO Y WITH SPECIFICATIONS pafotmod in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY E Materials Testing Laboratory Proj ct: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores • " Suppli r: mixed on site JA WORM PLACEMENT DATA Date Cast: 6/15/00 Set No. :M 30 Test Specimen Type: Sample Width 2.00 Length 2.00 Hollow Masonry Prism L/W Ratio: 1.00 :1 — Grouted Masonry Prism � Required Strength: 1800 psi _ Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: 4.25" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 60 degrees F Weather: overcast 55 degrees F Total Location of Masonry Construction: wall column line C-10 to 13 upper section Location of Sample Origin: C-10 column line upper section Comments: Specimen No. M 30 A M 30 B M 30 C Date Cast 6/15/00 6/15/00 6/15/00 Date Tested 6/22/00 7/13/00 7/13/00 �� JA '-,c�►; ( 7 days) (28 days) (28 days) 09 =OG= Weight (lbs) 0.58 0.58 0.58NO End Area (sq in) 4.00 4.00 4.00 =_p.�= 8 6 2 2 12 2 21 12 5 7 7 l"` /��, ��\\\ Load (lbs) , , , i, rr Stress (psi) 2, 160 3,060 3, 140 Reviewed By: Date:? ;/uv NVLAP LAB CODE# 10315-0 TEST RESULTS [:�TDOF-I DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in axonb=with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C 143,C172,C 192,C231,C617,C 1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY Materials y Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Im Supplier: Aiudi Concrete aAwoRsxi GEOTEC*L BW. PLACEMENT DATA Date Cast: 6/26/00 Set No• :G 32 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism X Grout Required Strength: 3000 psi _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 8 cy 2730 lbs Sand, 1360 lbs Cement, 206.3 lbs Water, Slump: 6.0" 5.5 oz Air, 33 oz. Reo Truck No. : 151 Ticket No. : 4462 Specimen Temperature: 83 degrees F Weather: overcast 98 degrees F otal Location of Masonry Construction: top bond beam wall column line A-2 to 10 Location of Sample Origin: bond beam column line A-3 Comments: CON Specimen No. G 32 A G 32 B G 32 C G 32 D pF Date Cast 6/26/00 6/26/00 6/26/00 6/26/0(3 Date Tested 7/3/00 7/24/00 7/24/00 7/24/00 ( 7 days) (28 days) (28 days) ( 28 days) 15120 Weight (lbs) 5.68 5.14 5.50 5.38 End Area (sq in) 10.56 10.56 10.56 10.56 %,///'/0NAL�1� Load (lbs) 10,836 33,803 35,958 33,621 Stress (psi) 1,030 3,200 3,410 3,180 Reviewed By Date: �' �'Z CJ� NVLAP LAB CODE#10315-0 TEST RESULTS [BeD' O ETDO NOT The above reported test results wexe attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY T�� Laboratory Proj ct: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores M. • Supplier: Aiudi Concrete JAWORSKI M PLACEMENT DATA Dat Cast: 6/26/00 Set No. :G 32 Test Specimen Type: Sample Width 3.00 Length 7.00 — Hollow Masonry Prism L/W Ratio: 2.33 :1 — Grouted Masonry Prism Required Strength: 3000 psi X Grout Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2730 lbs Sand, 1360 lbs Quantity: 8 cy Cement, 206.3 lbs Water, Slump: 6.0" 5.5 oz Air, 33 oz. Reo Truck No. : 151 Ticket No. : 4462 Specimen Temperature: 83 degrees F Weather: overcast 98 degrees F Total Location of Masonry Construction: top bond beam wall column line A-2 to 10 Location of Sample Origin: bond beam column line A-3 Comments: Specimen No. G 32 A G 32 B G 32 C G 32 D Date Cast 6/26/00 6/26/00 6/26/00 6/26/00 Date Tested 7/3/00 7/24/00 7/24/00 7/24/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.68 5.14 5.50 5.38 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 10,836 Stress (psi) 1,030 Reviewed By: Date: 7 /,/w/ NVLAP LAB CODE# 10315-0 TEST RESULTS FIDO M DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS Proc e&=performed in accordance with ASTM C31, ARE NOT COMPLETE [-]N/A C39,C94,C143,C172,C192,C231,C617,C1231. -F CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY �' Testing `s Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores IEW Supplier: mixed on site JAWORSKI PLACEMENT DATA GBOTEM INC. Date Cast: 7/12/00 Set No. :M 31 Test Specimen Type: Sample Width 2.00 Length 2.00 _ Hollow Masonry Prism L/W Ratio: 1.00 :1 _ Grouted Masonry Prism Grout Required Strength: 1800 psi X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement; 1 Lime, 1 1/2 Water Slump: 6.0" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 68 degrees F Weather: clear, 75 degrees F Total Location of Masonry Construction: B-1 to Ar2 front entrance Location of Sample Origin: front entrance A-1, 15' above floor slab Comments: Specimen No. M 31 A M 31 B M 31 C % 0 op Date Cast 7/12/00 7/12/00 7/12/00 co .- Date Tested 7/19/00 8/9/00 8/9/00 ( 7 days) (2 8 days) (2 8 days) * No.15120 Weight (lbs) 0.58 0.60 0.58 �� • cE�+sEa•' ;% End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,543 17, 184 16,684 Stress (psi) 3,390 4,300 4, 170 Reviewed Date: cF�/v/C/ INVLAP LAB CODE#10315-0 TEST RESULTS 9-1� DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedrres Perfofmed in accordance with ASTM C31, E]ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY TMaterials esting Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction N.A'-o Client: Target Stores % . Supplier: mixed on site JAWORSKI GEO�I.INC DATA Date Cast: 7/12/00 Set No. :M 31 Test Specimen Type: Sample Width 2.00 Length 2.00 — Hollow Masonry Prism L/W Ratio: 1.00 :1 Grouted Masonry Prism Required Strength: 1800 psi Grout X Mortar EMTL Technician: J.E. Anderson Mix Proportions: Quantity: 1 cy 3 Sand, 2 Cement, 1 Lime, 1 1/2 Water Slump: 6.0" Truck No. : n/a Ticket No. : n/a Specimen Temperature: 68 degrees F Weather: clear, 75 degrees F Total Location of Masonry Construction: B-1 to A-2 front entrance Location of Sample Origin: front entrance A-1, 15' above floor slab Comments: Specimen No. M 31 A M 31 B M 31 C Date Cast 7/12/00 7/12/00 7/12/00 Date Tested 7/19/00 8/9/00 8/9/00 ( 7 days) (28 days) (28 days) Weight (lbs) 0.58 0.60 0.58 End Area (sq in) 4.00 4.00 4.00 Load (lbs) 13,543 Stress (psi) 3,390 Reviewed By Date:Date: 7/1/174(/ INVLAP LAB CODE# 10315-0 TEST RESULTS DO n DO NOT The above reported test results were attained though CO LY WITH SPEC CATIONS P1 M II W performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern GROUT COMPRESSIVE TEST SUMMARY i�v: "�ng Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores Supplier: Aiudi Concrete JAwOHI GEOIEM M PLACEMENT DATA Date Cast: 7/17/00 Set No. :G 33 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism X Grout Required Strength: 3000 psi _ Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2736 lbs Sand, 1360 lbs Quantity: 5 cy Cement, 197 lbs Water, 5.6 Slump: 6.0" oz Air, 32.8 oz. Reo Truck No. : 151 Ticket No. : 4847 Specimen Temperature: Weather: overcast 78 degrees F " otal Location of Masonry Construction: front entrance bond beam B-1 to A-2 Location of Sample Origin: column line A-2 bond beam Comments: Specimen No. G 33 A G 33 B G 33 C G 33 D Date Cast 7/17/00 7/17/00 7/17/00 7/17/00 Date Tested 7/24/00 8/14/00 8/14/00 8/14/00 ( 7 days) (28 days) (28 days) ( 28 days) Weight (lbs) 5.50 5.32 5.44 5.38 End Area (sq in) 10.56 10.56 10.56 10.56 Load (lbs) 12, 161 Stress (psi) 1, 150 Reviewed By: Date: �--I?-Ar- JNVLAP LAB CODE#10315-0 1ARE RESULTS DOEJ DO NOT The above reported test results ere attiedthroLY WITH SPECIFICATIONS proceduresperformed in accordancewith 'M AS G31 NOT COMPLETE EJ-N/A C39,C94,C143,C172,C192,C231,C617,C1231. CONCRETE MASONRY, MORTAR, OR Eastern FGROUT COMPRESSIVE TEST SUMMARY '� T«u '' � Laboratory Project: Target Project No. : 00141C A Division of South Windsor, CT Contractor: Konover Construction Client: Target Stores ••• . . Supplier: Aiudi Concrete JA RSGEOTEM E PLACEMENT DATA Date Cast: 7/17/00 Set No. :G 33 Test Specimen Type: Sample Width 3.00 Length 7.00 _ Hollow Masonry Prism L/W Ratio: 2.33 :1 _ Grouted Masonry Prism X Grout Required Strength: 3000 psi Mortar EMTL Technician: J.E. Anderson Mix Proportions: 2736 lbs Sand, 1360 lbs Quantity: 5 cy Cement, 197 lbs Water, 5.6 Slump: 6.0" oz Air, 32.8 oz. Reo Truck No. : 151 Ticket No. : 4847 Specimen Temperature: Weather: overcast 78 degrees F Total Location of Masonry Construction: front entrance bond beam B-1 to A-2 Location of Sample Origin: column line A-2 bond beam Comments: Specimen No. G 33 A G 33 B G 33 C G 33 D rsaK,=s Date Cast 7/17/00 7/17/00 7/17/00 7/17/00 Date Tested 7/24/00 8/14/00 8/14/00 8/14/00 •,�4 JAIV � ( 7 days) (2 8 days) (2 8 days) ( 28 days)� �cn� c a Weight (lbs) 5.50 5.32 5.44 5.38 • CC i 1K End Area (sq in) 10.56 10.56 10.56 10.56 �j" c 75 EN Load (lbs) 12,161 35, 070 34,455 35,464 �pN"�E�C� ►71f Stress (psi) 1,150 3,320 3,260 3,360 Reviewed By:,,r-Yl G l� Date: S>//( (0 NVLAP LAB CODE#10315-0 TEST RESULTSEA'150 DO NOT The above reported test results were attained through COMPLY WITH SPECIFICATIONS procedures performed in accordance with ASTM C31, ARE NOT COMPLETE N/A C39,C94,C143,C172,C192,C23111 C617,C1231.