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HomeMy WebLinkAbout124 Commerce Way (3)TRI-STATE TESTING 14e Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 • Fax(203)949-7735 1 sao-z000 20-ANNIVER8ARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 001 170 Commerce Way Date: 11/21/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp, F PCF Set# Strength PSI 120 146018 1:22 2:15 2:35 5.3 3.5 66 1-4 3000 Location(s)of Pour: Footing— 11 A to 11 C Supplier: Tilcon Contractor: W.J. Mountford Inspector: Jay Thomas TSMTL Weather: Overcast Air Temp. 40 Total Yardage Placed: 25 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) Lbs. 1 4757 1 l/21/00 11/22/00 11/28/00 7 28.27 74,000 C 2615 2 4758 11/21/00 11/22/00 12/19/00 28 28.27 3 4759 11/2 l/00 11/22/00 12/19/00 28 28.27 4 4760 11/21/00 11/22/00 12/19/00 28 28.27 A B C D E Reported To: W.J. Mountford,The Lawrence Associates, Kahn&Bayer Structural Engineers N00II1180001 CO Nw C 4 Cone Cone& Cone& Shear Columnar N.NA4/.•j,G Split Shear aca•s 9• :s The above reported data is the property of the client. No reproduction of the above data without the sole permission of Tri-State Materials Testing Lab,Inc. Sarni H. HaJar,P.E. Q T e Materials Testing accepts no liability for work executed by others. O•• NO. 1 y'••I CEN&C 2 NVLAP does not endorse the product ofthis reporta`s000000000NAL New York City • Long Island • Edison, NJ • Wallingford, CT • Dover.aUE///lllllf/l l, Put us to the test. . .and our 20 years of experience" TRI-STATE ON.S TESTING 14,& / P Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford, CT 06492•(203)949-7733 • Fax(203)949-7735 1 98o-z000 10"ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 001 170 Commerce Way Date: 11/21/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 120 146018 1:22 2:15 2:35 5.3 3.5 66 1-4 3000 Location(s)of Pour: Footing— 1 IA to IIC Supplier: Tilcon Contractor: W.J.Mountford Inspector: Jay Thomas TSMTL Weather: Overcast Air Temp. 40 Total Yardage Placed: 25 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) Lbs. 1 4757 11/21/00 1 1/22/00 1 1/28/00 7 28.27 74,000 C 2615 2 4758 11/21/00 11/22/00 12/19/00 28 28.27 123,000 D 4380 YES 3 4759 11/21/00 11/22/00 12/19/00 28 28.27 130,000 E 4595 YES 4 4760 11/21/00 11/22/00 12/19/00 28 28.27 132,000 C 4690 YES A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Structural Engineers t lttttttNtsrlt r CONN, r k ems .....• fi Cone Cone& Cone& Shear Columnar ee<(, , H' .• i*mid• Split Shear Q-,•'*.`J{` + I,' q-' eti,Q' r, •` 'P'•:'1 The above reported data is the property of the client. No reproduction of the ab, ye data without the sole permission of Tri-State Materials Testing Lab,Inc. Sarni H.Hajjar,P.E. s S to Materials Testing accepts no liability for work executed by others. 1 t NVLAP does not endorse the product of this reporti,y'°-••s'~ New York City • Long Island• Edison, NJ • Wallingford, CT • Dover, 1) r J`t,fillsi'•tti Put us to the test. . .and our 20 years of experience" TRI-STATE TESTING 14e 4. Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 • Fax(203)949-7735 198 -2000 70-ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 002 170 Commerce Way Date: 11/27/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 132 146096 11:36 12:31 12:49 1.2 3.0 65 1-4 3000 Location(s)of Pour: Front wall footing line A 3.2—8.5 Supplier: Tilcon Contractor: W.J.Mountford Inspector: R.D. Werner TSMTL Weather: Overcast Air Temp. 40 Total Yardage Placed: 10 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) e Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) Lbs. 1 4161 11/27/00 11/28/00 12/04/00 7 28.27 80,000 E 2830 2 4162 11/27/00 11/28/00 28 28.27 3 4163 11/27/00 11/28/00 28 28.27 4 4164 11/27/00 11/28/00 28 28.27 A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Struc al ers j` pfr C Cone Cone& Cone& Shear Columnar a`H,N .••ri Split Shear v~j;•C2 The above reported data is the property of the client. No reproduction ofthe ab9=data without the sole pennission of Tri-State Materials Testing Lab,Inc. Sami H. HaJar,P.E. 0.2194 T e Materials Testing accepts no liability for work executed by others 0• (d NVLAP does not endorse the product of this report S ONNLL New York City • Long Island • Edison, NJ • Wallingford CT • Dover. DE Put us to the test. . .and our 20 years of experience" TRI-STATE ii ON, TESTING 4eTri-State Materials Testin Lab Ing c. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 - Fax(203)949-7735 0 OIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 002 170 Commerce Way Date: 11/27/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. %Air Slump Cone.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 132 146096 11:36 12:31 12:49 1.2 3.0 65 1-4 3000 Location(s)of Pour: Front wall footing line A 3.2—8.5 Supplier: Tilcon Contractor: W.J. Mountford Inspector: P..D. Werner TSMTL Weather: Overcast Air Temp. 40 Total Yardage Placed: 10 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) Lbs. 1 4161 11/27/00 11/28/00 12/04/00 7 28.27 80,000 E 2830 2 4162 11/27/00 11/28/00 12/26/00 28 28.27 132,000 B 4670 YES 3 4163 11/27/00 11/28/00 12/26/00 28 28.27 136,000 C 4810 YES 4 4164 11/27/00 11/28/00 12/26/00 28 28.27 150,000 D 5305 YES A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Structural`WgteM111%,.. Cone Cone& Cone& Shear Columnar A`.e N' I y•,s , Split Shear The above reported data is the property ofthe client. No reproduction ofthe above data without the sole permission of Tri-State Materials Testing Lab,Inc. Sarni H.Hajjar,P.E. i ;• •: ate Materials Testing accepts no liability for work executed by others. ate'•• Ct~!E 5 ••• ; y NVLAP does not endorse the product ofthis report l a0N ALt ,•''` y New York City • Long Island . Edison, NJ •Wallingford, CT• Dover, DE Put us to the test. . .and our 20 years of experience" TRI-STATE pg TESTING (qe P Tri-State Materials TestingLab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949-7733 • Fax(203)949-7735 1980-20o0 20^-ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 003 170 Commerce Way Date: 11/30/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No.Time Time Time Cont. Inch Temp,F (PCFL Set# Strength PSI 113 146218 2:43 3:20 3:28 5.4 3.5 66 1-4 3000 i i t i - - i i I I I Location(s)of Pour: Footing A line 1 to 2.8; `A-A' is 5'wide 40' long;`BB' is 10'wide,40' long. 1 line A to A.2 Supplier: Tilcon Contractor: W.J. Mountford Inspector: Jay Thomas TSMTL Weather: Cloudy Air Temp. 40 Total Yardage Placed: 25 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) Lbs. 1 4765 l 1/30/00 12/01/00 12/07/00 7 28.27 70,000 B 2475 2 4766 11/30/00 12/01/00 28 28.27 3 4767 11/30/00 12/01/00 28 28.27 4 4768 11/30/00 12/01/00 28 28.27 A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Structural Engineers 0••F CONS a p•,•.....,,, Cone Cone& Cone& Shear Columnar H,,Jv'•• r/ 14+Split Shear The above reported data is the property of the client. No reproduction of the 0 ae data without the sole permission of Materials Testing Lab,Inc. Sami H.Hajjar, P.E. pl)au te Materials Testing accepts no liability for work executed by others.4 a CEBsS•;Crr NVLAP does not endorse the product of this report S, /ONAL t t uttuu New York City • Long Island • Edison. NJ • Wallingford CT • Dover. DE I ut us to the test. . .and our 20 years of experience" TAI-STATE TESTING 14e Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949-7733 • Fax(203)949-7735 1980-z000 70`•ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 003 170 Commerce Way Date: 11/30/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. (inch) Temp, F PCF Set# Strength PSI 1 13 146218 2:43 3:20 3:28 5.4 3.5 66 1-4 3000 Location(s)of Pour: Footing A line 1 to 2.8; `A-A' is 5' wide 40' long; `BB' is 10' wide,40' long. 1 line A to A.2 Supplier: Tilcon Contractor: W.J. Mountford Inspector: Jay Thomas TSMTL Weather: Cloudy Air Temp. 40 Total Yardage Placed: 25 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6" D x 12" H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) Lbs. 1 4765 11/30/00 12/01/00 12/07/00 7 28.27 70,000 B 2475 2 4766 11/30/00 12/01/00 12/28/00 28 28.27 94,000 E 3325 YES 3 4767 11/30/00 12/01/00 12/28/00 28 28.27 106,000 C 3750 YES 4 4768 11/30/00 12/01/00 12/28/00 28 28.27 124,000 D 4385 YES A B C D E Reported To: W.J. Mountford,The Lawrence Associates, Kahn&Bayer Structural Engineers 00 Cone Cone& Cone& Shear COIUmnar R I•. F'J/ 9'• C r+ Split Shear a-•tY- The above reported data is the property of the client No reproduction of the above data Without the sole permission of Tri-State Materials Testing Lab,Inc Sami H. Hajjar, P.E. ate Materials Testing accepts no liability for work executed by others 21A G NVLAP does not endorse the product of this report f•'rs/ON X` `p f/4111111101%1 New York City • Long Island • Edison, NJ • Wallingford CT - Dover. DE Put us to the test. . .and our 20 years of experience" TRI-STATE TESTING (qQ P Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 • Fax (203)949-7735 19so-z000 20-ANNIVERSARY INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 004 170 Commerce Way Date: 12/11/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 132 146615 1:37 2:15 2:30 5.2 3.75 69 1-4 3000 Location(s)of Pour: Foundation wall Supplier: Tilcon Contractor: W.J.Mountford Inspector: Jay Thomas TSMTL Weather: Cloudy Air Temp. 36 Total Yardage Placed: COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq.in.) Load Type (PSI) 1391 Lbs. 1 4789 12/11/00 12/12/00 12/18/00 7 28.27 84,000 B 2970 2 4790 12/11/00 12/12/00 28 28.27 3 4791 12/11/00 12/12/00 28 28.27 4 4792 12/11/00 12/12/00 28 28.27 A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Struc tilti,., Cone Cone& Cone& Shear Columnar wCo tij Split Shear n The above reported data is the property ofthe client. No reproduction of the ab ve data without the sole permission of Tri-State Materials Testing Lab,Inc. Sami H. HaJ ar P.E. ate Materials Testing accepts no liability for work executed by others. i,,t' /c eBS O•:, ti.`' NVLAP does not endorse the product of this report New York City • Long Island- Edison,NJ •Wallingford,CT• Dover, DE Put us to the test. . .and our 20 years of experience" IfIWTATE I'ESTING * c Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949-7733 •Fax(203)949-7735 i a•s e• iw scnoN. Client: W.J. Mountford, Co. Report#: 004 170 Commerce Way Date: 12/11/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No.Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 132 146615 1:37 2:15 2:30 5.2 3.75 69 1-4 3000 Location(s)of Pour: Foundation wall Supplier: Tilcon Contractor: W.J. Mountford Inspector: Jay Thomas TSMTL Weather: Cloudy Air Temp. 36 Total Yardage Placed: COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 1391 Lbs. 1 4789 12/11/00 12/12/00 12/18/00 7 28.27 84,000 B 2970 2 4790 12/11/00 12/12/00 01/08/01 28 28.27 132,000 D 4670 Yes 3 4791 12/11/00 12/12/00 01/08/01 28 28.27 135,000 C 4775 Yes 4 4792 12/11/00 12/12/00 01/08/01 28 28.27 137,000 E 4845 Yes A B C D E CON tr ee pAlffReoortedTo: W.J.Mountforc . Faffrenee kc fates, Kahn&Bay CO •.Ti `.i 3ConeCone& Cone& Shear Columnar Y• •, Split Shear O «0. y 946 The above reported data is the property ofthe client. No reproduction of the s'•;ENS •. 4*«? above data without the sole permission of Tri-State Materials Testing Lab,Inc. Sami H.Hajjar,P.E. i j'0At `'..N4' State Materials Testing accepts no liability for work executed by others. NVLAP does not endorse the product of this reportKew York City Long Island•Edison,NJ•Wallingford,CT Dover,DE Put us to the test...and our 20 years of experience" IFIRTATE Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road, Wallingford,CT 06492 (203)949-7733 •Fax(203)949-7735 i oro•s000 INlrEGT/0/i•ENOIIi Client: W.J. Mountford, Co. Report#: 007 170 Commerce Way Date: 12/21/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C1380 Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field DesignNo. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI12724188712:24 1:10 1:25 4.7 4.0 58 1-4 3000 Location(s)of Pour: Foundation wall on line C,columns 3 through 11 Supplier: Tilcon Contractor: W.J. Mountford Inspector: George M. TSMTLWeather: Clear Air Temp. 28 Total Yardage Placed: 20 yards COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS ASTM C39 6"D x 12" H Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength CompliesCastReceivedTestedDaysArea,(sq. in.) Load Type (PSI) Lbs.1 5069 12/21/00 12/22/00 12/29/00 7 28.27 53,000 E 18752507012/21/00 12/22/00 01/18/01 28 28.27 95,000 D 3360 Yes3507112/21/00 12/22/00 01/18/01 28 28.27 93,000 C 3290 Yes4507212/21/00 12/22/00 01/18/01 28 28.27 96,000 C 3395 Yes A B C D E Reported To: W.J. Mountford,The Lawrence Associates, Kahn&Bayer Structural` g} 111PI'l` l, Cone Cone& Cone& Shear Columnar A. HA'• /* Split Shear Crj U M above reported data is the property of the client. No reproduction ofthe adatawithoutthesolepermissionofTri-State Materials Testing Lab,Inc Sami H. Hajjar,P.E.State Materials Testing accepts no liability for wort;executed by others. CE • NVLAP does not endorse the product of this report New York City•Long Island Edison,NJ Wallingford,CT Dover,DE q pl1111H 1N Put us to the test...and our 20 years of experience" TROTATE Tri-State Materials Testing g Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492 •(203)949-7733 Fax(203)949-7735 t 000.:000 Client: W.J. Mountford, Co. Report#: 007 170 Commerce Way Date: 12/21/00 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173.C1064,C1383 Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 127 241887 12:24 1:10 1:25 4.7 4.0 58 1-4 3000 Location(s)of Pour: Foundation wall on line C, columns 3 through 11 Supplier: Tilcon Contractor: W.J. Mountford Inspector: George M. TSMTL Weather: Clear Air Temp. 28 Total Yardage Placed: 20 yards COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength CompliesCastReceivedTestedDaysArea,(sq.in.) Load Type (PSI) S. 1 5069 12/21/00 12/22/00 12/29/00 7 28.27 53,000 E 1875 2 5070 12/21/00 12/22/00 28 28.27 3 5071 12/21/00 12/22/00 28 28.27 4 5072 12/21/00 12/22/00 28 28.27 A B C D E pt tu s ir P r iReportedTo: W.J. M itiQ;. nce Associates, Kahn 1zDM4 ers CO ce Fie. 1 Cone Cone& Cone& Shear Columnar Split Shear o The above reported data is the property of the client. No reproduction of theabovea , S .,..• Stateta without the sole MMaterials Testing acceptssion of Tri-State no liability for work erxelcut dting Lab, by others. lnc. Sami H. Hajjar,P.E. ''+jr/0N j;`,J{ NVLAP does not endorse the product of this re ortIQ York City&Long Island Edison,NJ•Wallingford,CT a Dover,DE Put us to the test...and our 20 years of experience" IRMATE IESTWG Tri-State Materials Testing Lab Inc. Connecticut Division r- 121 "P"North Plains Industrial Road,Wallingford,CT 06492 9(203)949-7733 •Fax(203)949-7735 lee sonWitte immancm-armwamG Client: W.J. Mountford, Co. Report#: 001 170 Commerce Way Date: 01/03/01 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Cone.Unit WT Field Design No.No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 110 147051 11:49 12:45 1:00 2.9 4.0 61 1-4 3000 Location(s)of Pour: Foundation wall on line C,columns 1 to 2&on column line 1 from line C to B. Supplier: Tilcon Contractor: W.J.Mountford Inspector: Habib C. TSMTL Weather: Clear Air Temp. 23 Total Yardage Placed: 9.5 Yards COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) Lbs. 1 3321 01/03/01 01/04/01 01/10/01 7 28.27 78,000 E 2760 2 3322 01/03/01 01/04/01 01/31/01 28 28.27 104,000 B 3680 Yes 3 3323 01/03/01 01/04/01 01/31/01 28 28.27 106,000 C 3750 Yes 4 3324 01/03/01 01/04/01 01/31/01 28 28.27 108,000 D 3820 Yes A B C D E Reported To: W.J.Mountford,The L lnce Associates, Kahn&Bayer Stru t, O~` • tom T..t. J. ' f:t Cone Cone& Cone& Shear Columnar i Split Shear IL The above reported data is the property of the client. No reproduction of the ve data without the sole permission ofTri-State Materials Testing Lab,Inc Sarni H. Hajjar,P.E. 0 r.,Mate Materials Testing accepts no liability for work executed by others h1 , alufNAt NVLAP does not endorse the product of thiggW York City•Lon Island•Edison,NJ Wallingford,CT Dover ctEt ti"g g Put us to the test...and our 20 years of experience" 1Ri•STATE IESTWG s'` a' Tri-State Materials TestingLab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949-7733 •Fax(203)949-7735 1000-=000 r• 1Nir =CW.ENOIIEWUM Client: W.J. Mountford, Co. Report#: 001 170 Commerce Way Date: 01/03/01 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA ASTM C31 C143 C231 C173 C1064 C138 Truck Ticket Batch Disch. Samp. %Air Slump Conc.Unit WT Field DesignNo.No.Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI11014705111:49 12:45 1:00 2.9 4.0 61 1-4 3000 Location(s)of Pour: Foundation wall on line C, columns 1 to 2&on column line 1 from line C to B. Supplier: Tilcon Contractor: W.J. Mountford Inspector: Habib C. TSMTLWeather: Clear Air Temp. 23 Total Yardage Placed: 9.5 Yards COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength CompliesCastReceivedTestedDaysArea,(sq.in.) Load Type (PSI) Lbs. 1 3321 01/03/01 01/04/01 01/10/01 7 28.27 78,000 E 2760 2 3322 01/03/01 01/04/01 28 28.27 3 3323 01/03/01 01/04/01 28 28.27 4 3324 01/03/01 01/04/01 28 28.27 A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Cot .ftructural Engineers Cone Cone& Cone& Shear Columnar y :• HA`f' y.' f(' J Split Shear r The above reported data is the property of the client. No reproduction of the p above data without the sole permission of Tri-State Materials Testing Lab,Inc. S 2194 State Materials Testing accepts no liability for work executed by others. NVLAP does not endorse the product of this re ort NAL tooIfewYorkCity•Long Island•Edison,NJ Walhngi![t!a Dover,DE Put us to the test...and our 20 years of experience" TRWTATE iloo Tri-State Materials Testing Lab Inc.gConnecticutDivision 121 "P"North Plains Industrial Road, Wallingford,CT 06492 •(203)949- 7733 •Fax(203)949-7735ee INMCTION-ENOMMOAG Client: W.J. Mountford, Co. Report#: 003 170 Commerce Way Date: 03/22/01 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA (ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Cone.Unit WT Field DesignNo. No.Time Time Time Cont. (Inch) Tem ,F PCF Set# Strength PSIl311482986:34 7:00 7:25 4.7 4.5 64 1-4 3500 Location(s)of Pour: Slab on grade for office building. Supplier: Tilcon Contractor: W.J. Mountford Inspector: Habib C. TSMTLWeather: Slight rain Air Temp. 36 Total Yardage Placed: 40 Yards r' COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C391 (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect.Total Fracture Strength CompliesCastReceivedTestedDaysArea,(sq. in.) Load Type (PSI)268 Lbs. 1 3393 03/22/01 03/23/01 03/29/Ol 7 28.27 89,000 B 31502339403/22/01 03/23/01 28 28.27 3 3395 03/22/01 03/23/01 28 28.27 4 3396 03/22/01 03/23/01 28 28.27 A B C D E Reported To: W.J. Mountford,The Lawrence Associates, Kahn&Bayer li ers Cone Cone& Cone& Shear Columnar a='',. a;ti •: Split Shear a '• '-' f' ; Tba above reported data is the property of the client No reproduction of the data without the sole permission of Tri-State Materials Testing Lab.Inc. Sarni H. Hajjar, P.E. ;: ;••, ' '7' 4 Ty.,tate Materials Testing accepts no liability for work executed by others C'°• C G.•••' N v LAP does not endorse the product of thi pal h`L*SI' WYork City a Long Island Edison,NJ•Wallingford, CT a Dove , 11141N Put us to the test...and our 20 years of experience" TESTING (,qe tic Tri-State Materials Testing g Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492• (203)949-7733 Fax(203)949-7735 1 se0•s 00 vet INSPEcnoN-ENGINEERING Client: W.J. Mountford, Co. Report#: 003 170 Commerce Way Date: 03/22/01 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. No.Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 131 148298 6:34 7:00 7:25 4.7 4.5 64 1-4 3500 Location(s)of Pour: Slab on grade for office building. Supplier: Tilcon Contractor: W.J.Mountford Inspector: Habib C. TSMTL Weather: Slight rain Air Temp. 36 Total Yardage Placed: 40 Yards COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cross-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 268 Lbs. 1 3393 03/22/01 03/23/01 03/29/01 7 28.27 89,000 B 3150 2 3394 03/22/01 03/23/01 04/19/01 28 28.27 138,000 A 4880 Yes 3 3395 03/22/01 03/23/01 04/19/01 28 28.27 136,000 C 4810 Yes 4 3396 03/22/01 03/23/01 04/19/01 28 28.27 140,000 D 4950 Yes A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Structural EngineerMNEDTtRZit ilElfl.kl/ 0 CC N 4. Cone Cone& Cone& Shear Columnar Split Shear A•'T may : The above reported data is the property of the client. No reproduction of the above data without the sole pem»ssion of Tri-State Materials Testing Lab,Inc. Sami H. HaJar,P.E. tate Materials Testing accepts no liability for work executed by others NVLAP does not endorse the product of tl is re rt I9ew Vork City •Long Island Edison,NJ Wallingford, CT •Dover,DE f'r%;,,FtI61e t'w'° PUT US TO THE TEST...AND OUR 20 PLUS YEARS OF EXPERIENCE" 0`14'5G8 Tri-State Materials Testing Lab Inc. Connecticut Division 121 "P"North Plains Industrial Road,Wallingford,CT 06492•(203)949 -7733 •Fax(203)949-7735 les2000 INSPECTION-ENGINEERING Client: W.J. Mountford, Co. Report#: 007 170 Commerce Way Date: 04/20/01 South Windsor, CT 06074 Project: Windsor Steel CONCRETE FIELD DATA(ASTM C31,C143,C231,C173,C1064,C138,) Truck Ticket Batch Disch. Samp. % Air Slump Conc.Unit WT Field Design No. No. Time Time Time Cont. Inch Temp,F PCF Set# Strength PSI 125 149144 6:01 6:40 6:50 4.0 67 1-4 3500 434 149155 6:57 7:30 7:42 4.5 65 5-8 3500 122 149168 8:03 8:29 8:35 4.25 60 9-12 3500 Location(s)of Pour: Floor Slab Supplier: Tilcon Contractor: W.J. Mountford Inspector: Jay Thomas TSMTL Weather: Sunny Air Temp. 40 Total Yardage Placed: 330 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS(ASTM C39) (6"D x 12"H) Field# Seal# Date Date Date Age, Cr6ss-Sect. Total Fracture Strength Complies Cast Received Tested Days Area,(sq. in.) Load Type (PSI) 387 Lbs. 1 7513 04/20/01 04/21/01 04/27/01 7 28.27 106,000 D 3750 2 7514 04/20/01 04/21/01 28 28.27 3 7515 04/20/01 04/21/01 28 28.27 4 7516 04/20/01 04/21/01 28 28.27 5 1 7517 04/20/01 04/21/01 04/27/01 7 1 28.27 108,000 C 3820 6 7518 04/20/01 04/21/01 28 28.27 7 7519 04/20/01 04/21/01 28 28.27 8 7520 04/20/01 04/21/01 28 28.27 9 7521 04/20/01 04/21/01 04/27/01 7 28.27 112,000 E 3960 10 7522 04/20/01 04/21/01 28 28.27 11 7523 04/20/01 04/21/01 28 28.27 12 1 7524 04/20/01 1 04/21/01 1 28 1 28.27 A B C D E Reported To: W.J.Mountford,The Lawrence Associates, Kahn&Bayer Structuragi0g s O% V,%ak 130 lid V .>ftv Cone Cone& Cone& Shear Columnar Split Shear co 'nt^ ;: .4' .'.'". The above reported data is the property of the client. No reproduction of the Iahaye data without the sole permission of Tri-State Materials Testing Lab.Inc Sami H. Hajar,P.E. f o,.,u ,V ate Materials Testing accepts no liability for work executed by others CF NVLAP does not endorse the product of'N&WP%rk City •Long Island •Edison,NJ Wallingford,CT •Dover, iarq N PUT US TO THE TEST.—AND OUR 20 PLUS YEARS OF EXPERIENCE"