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Client: Design Tec Report#• 025
17 Sparks St. Date: 07/22/99
Plainville, CT. 06062 _
Project:GCR Truck Tire Centex_
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 89
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result ofourinspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X I 171-1-mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 219x2"x2"Cyl.3"x6" Other
Location(s): CMU wall by existing loading dock area from column line D.9 from 10 to 11 line courses 1 thru 4.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By:Tri-State Materials Testing Lab.IncReceivedTestedTestedLoadStrength(PSI)
1 07/22/99 07/23/99 07/29/99 7 4,600 1150 1Vea1-J:_Whiiej.E207/22/99 07/23/99 08/19/99 28 7,300 1825
3 07/22/99 1 07/23/99 08/19/99 28 7,600 1900
The above datais the propertyofthe dient.No teproducaoo of the above data wrtthoutthe soie pertntmonof
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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Client: Design Tec Report#: 021
17 Sparks St. Date: 07/23/99
Plainville, CT. 06062
Project:GCR Truck Tire Center--
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 92
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2" 0 Cyl.3"x6" Other
Location(s): CMU wall on column line D.9 from 9 to 10 courses 20 thru 22.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
1 07/23/99 07/24/99 07/30/99 7 5,400 1350 s.•,.....:`iNeal J.White,RE
2 07/23/99 07/24/99 1 08/20/99 1 28 1 7,300 1825 l 1 z
3 07/23/99 07/24/99 1 08/20/99 28 7,500 1875
The above data is the property of the client. No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others. o'
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Client: DesignTec Report#: 021
17 Sparks St. Date: 07/23/99
Plainville, CT. 06062
Project:GCR Truck Tire Center_
Contractor: DesignTec
Inspector: Al Jimenez Weather: Clear Temp.: 92
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contractor check level and plumb X Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A Is the mixing time within specification X
Is the same operator batching every batch N/A Is the same operator batching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar Grout ® Type of Specimen: 2"x2"x2"Cyl.3"x6" ® Other Prism 6x3x3
Location(s): CMU wall on column line D.9 from 10 to 11 line.
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Mat s es„g Lab.Inc
Received Tested Tested Load Strength(PSI) O i4 ".,.nj
3881 07/23/99 07/24/99 07/30/99 7 21,000 2333 NeaJ;3: rte;P.S.
53882 07/23/99 07/24/99 08/20/99 28 33,000 3666
33883 07/23/99 07/24/99 08/20/99 28 35,000 3888
The above data is the property ofthe client. No reproduction of the above data without the sole permuston of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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Client: Design Tec Report#: 032
17 Sparks St. Date: 07/26/99
Plainville, CT. 06062
Project:GCR Truck Tire Center-
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 93
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout 0 Type of Specimen: ® 2"x2"x2" Q Cyl. 3"x6" Other
Location(s): -CMU wall on column line D.9 from column line 8 to 9 line courses 3 thru 5.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
1 07/26/99 07/27/99 08/02/99 7 6,800 1700 p dl Vhite,P.E
0' r t irsioax 4. }y207/26/99 07/27/99 08/23/99 28 8,600 2150 i,1 - .0-0 -'a;,fin
3 07/26/99 07/27/99 08/23/99 28 8,800 2200 e'er,:''''"j '
r•;__r:
The above data is the property of the client. No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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Client: "' esign Tec Report#: 031
17 Sparks St. Date: 07/28/99
Plainville, CT. 06062
Project:GCR Truck Tire Center
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 94
Daily Masonry Observation Checklist
At our clients request ajob site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator hatching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2" F1 Cyl.3"x6" Other
Location(s): CMU wall on column line D.9 from 5 to 7 line courses 14 thru 16.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
1 07/28/99 07/29/99 08/04/99 7 5,400 1250 r ftVVhite,P.E
4,•'' ,ter",•. ,};.
2 07/28/99 07/29/99 08/25/99 28 7,600 1900
3 07/28/99 07/29/99 08/25/99 28 7,800 1950
The above data is the property of the client.No reproduction of the above data without the sole permission of t-'
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed byothers. Z
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TRI-STATE MATERIALS TESTING LAB INC.
CONNECTICUT DIVISION
1217-NORTH PL.AINS INDUSTRIAL ROAD • WALLINGFORD.CONNECTICUT 06492• (203)949.7733 • FAX(203)9494735
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Client: Design Tec Report#: 030
17 Sparks St. Date: 07/29/99
Plainville, CT. 06062
Project:GCR Truck Tire Center
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 95
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator hatching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2" Cyl.3"x6" 0 Other
Location(s): CW wall on column line D.9 from 5 to 7 line. This is at overhead doors area by loading dock courses 1 thru 3.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
iw•.s e
1 07/29/99 07/30/99 08/05/99 7 6,200 1550 I'ea jVhite,RE
2 07/29/99 07/30/99 08/26/99 28 7,800 1950 r ,
3 07/29/99 07/30/99 08/26/99 28 8,100 2025
The data is the property of the client. No reproduction ofthe above data without the sole permission of 1-
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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TRI-STATE MATERIALS TESTING LAB INC,.
CONNEC17CUT DIVISION
121'?"NORTH-PLAINS INDUSTRIAL ROAD • WALLINGFORD,CONNECTICUT 06492•(203)949-7733 • FAX(203)949-7735
Client: DesignTec Report#: 030
17 Sparks St. Date: 07/29/99
Plainville, CT. 06062
Project:GCR Truck Tire Center
Contractor: DesignTec
Inspector: Al Jimenez Weather: Clear Temp.: 95
Daily Masonry Observation Checklist
At our clients request ajob site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No I I Yes No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contractor check level and plumb X Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end ofthe workday X the end of the workday X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A Is the mixing time within specification X
Is the same operator batching every batch N/A Is the same operator batching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar Grout ® Type of Specimen: 2"x2"x2" Cyl.3"x6" ® Other Prism 6x3x3
Location(s): CMU wall on column line 5 from D to D.9 line courses 8 thru 14.
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
33892 07/29/99 07/30/99 08/05/99 7 18,000 2000 Nid White,P.E •
3893 07/29/99 07/30/99 08/26/99 28 33,000 3666
894 07/29/99 07/30/99 1 08/26/99 28 35,000 3888
The above data is the property of the client. No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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TRI-STATE MATERIALS TESTING LAB INC.
CONNEC:7CUT DIVISION
121'P-NORTH PL.-%lNS INDUSTRIAL ROAD • WALLINGcORD,CONNECTICUT 06492- (203)949-7733 FAX(203)949-7735
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Client: Design Tec Report#: 034
17 Sparks St. Date: 07/30/99
Plainville, CT. 06062
Project:GCR Truck Tire Center
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 95
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units-clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2" 0 Cyl.3"x6" Other
Location(s): CMU wall on column line D.9 from 5 to 7 line courses 6 thru 8.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
1 07/30/99 07/31/99 08/06/99 7 4,800 1200 y++'_'' :1Si a1,' .Vhite,RE
2 07/30/99 07/31/99 08/27/99 28 7,600 1900
3 07/30/99 07/31/99 1 08/27/99 28 7,900 1975 4, 7t --%
The: lata is the property of the client. ,No reproduction ofthe above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
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CONNECTICUT DIVISION
121'?"NORTH PLAINS INDUSTRLA ROAD - WALLINGFORD.CONNECT ICUT 06492•(203)949 33 FAX(203)949-7.735
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Client: Design Tec Report#: 035
17 Sparks St. Date: 07/31/99
Plainville, CT. 06062
Project:GCR Truck Tire Center_
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 95
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units-clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X I Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X I Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2"Cyl.3"x6" Other
Location(s): CMU wall on column line 5 from D to D.9 line courses 20 thru 22.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
1 07/31/99 08/02/99 08/07/99 7 5,200 1300 k.L,eal J. White,RE
2 07/31/99 08/02/99 08/28/99 28 7,400 1850
3 07/31/99 08/02/99 08/28/99 28 7,600 1900
The a_ data is the property ofthe client. No reproduction of the above data without the tole permission of y,"_'• as
Tri-State Materials Testing.Tri-State Materials Testing accepts no liabilityfor work executed by other. 7
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CONNEC:TCUT DIVISION
121'P"NORTH PLAINS INDUS,RIAL ROAD • WALLINGFORD.CONNEC ICUT 06492.1.203)949-7-733 FAX(203)949-7735
AUA` P\`•cc,T ON ENG% S)
Client: DesignTec Report#: 035
17 Sparks St. Date: 07/31/99
Plainville, CT. 06062
Project:GCR Truck Tire Center-
Contractor: DesignTec
Inspector: Al Jimenez Weather: Clear Temp.: 95
Daily Masonry Observation Checklist
At our clients request ajob site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes I No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contactor check level and plumb X Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end ofthe workday X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A Is the mixing time within specification X
Is the same operator batching every batch N/A Is the same operator batching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar Grout ® Type of Specimen: 2"x219x2"Cyl.3"x6" ® Other Prism 6x3x3
Location(s): CMU wall on column line D.9 from 7 to 9 line. This is at new loading dock area courses 16 thru 22.
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. IncReceivedTestedTestedLoadStrength(PSI)
33895 07/31/99 08/02/99 08/07/99 7 24,000 2666 Afl. Neal.,. White,RE
1896 07/31/99 1 08/02/99 1 08/28/99 1 28 35,000 3888
3897 07/31/99 1 08/02/99 1 08/28/99 28 38,000 4222
The above data is the property of the ciieac No reproduction of the above data without the sole permission of i
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executedSPtY by others
r FiIALS TES/^ry
r? TRI-STATE MATERIALS TESTING LAB INC.
CONNE=C'JT DIVISION
121"P"NORTH PL4INS INDUSTRIAL ROAD- WALLINGFORD,CONNEC 11CUT 06492•(203)949-7733 • FAX(203)949-7735
rjQN E14 J
Client: Design Tec Report#: 036
17 Sparks St. Date: 08/02/99
Plainville, CT. 06062
Project:GCR Truck Tire Center
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 94
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No I Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end ofthe workday X the end of the workday X
Is mortar used within the time specified X All mortarjoints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results ofCompression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout Type of Specimen: ® 2"x2"x2"Cyl. 3"x6" Other
Location(s): CMU wall on column line 5 from D to D.9 line and on D.9 from 5 to 5.5 line. This is the last course at these walls(course#25,
half of block).
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By:Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
1 08/02/99 08/03/99 08/09/99 7 5,100 1275 Neal R.White,P.E
2 08/02/99 08/03/99 08/30/99 28 7,600 1900
3 08/02/99 08/03/99 08/30/99 28 7,900 1975 1
The above data is the property of the client. No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability forwork executed by others.
meALS TES
A<' C
yT TRI-STAi E MATERIALS TESTING LAB INC.
CONNE=CUT DIVISION
121"P"NORTH PLAINS INDUSTRIAL ROAD - WALLINGFORD,CONNE=CUT 06492•(203)949-:33 FAX(203)949-7735
cC,fOIN F-TA
Client: DesignTec Report#: 036
17 Sparks St. Date: 08/02/99
Plainville, CT. 06062
Project:GCR Truck Tire Center_
Contractor: DesignTec
Inspector: Al Jimenez Weather: Clear Temp.: 94
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes I No Yes No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contractor check level and plumb X I Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A Is the mixing time within specification X
Is the same operator batching every batch N/A Is the same operator batching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar Grout ® Type of Specimen:2"x22?x2"Cyl.3"x6" ® Other Prism 6x3x3
Location(s): CMU wall on column line 5 from D to D.9. 2 courses deep(this is for bearing plates at column line 5)
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
74001 08/02/99 08/03/99 08/09/99 7 24,000 2666 r - 'i.leal J. White,RE
Z4002 08/02/99 08/03/99 08/30/99 1 28 33,000 3666
003 08/02/99 08/03/99 1 08/30/99 1 28 1 37,000 4111
The ab..edata is the property ofthe client. No reproduction of the abovedata vnthout the sole permunon of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others. 1!_
1. " ' L
T RI-5 TATE MATEM15 TESTING LAB INC.
CONNEC'ICUT DIVISION
1217-NORTH PLAINS INDUSTRLAL ROAD • WALLINGFORD.CONNEC-ICUT 06492. 12C3)949 -33 __`t i_03)949-:735
P
cc1704
Client: Design Tec Report#: 051
17 Sparks St. Date: 08/18/99
Plainville, CT. 06062
Project:GCR Truck Tire Center_
Contractor: Design Tec
Inspector: Al Jimenez Weather: Clear Temp.: 89
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No I I Yes No
Are the units-clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator batching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout 0 Type of Specimen: ® 2"x2"x2"Cyl. 3"x6" Other
Location(s): CMU wall on column line FA and from 12 to 12.8 line courses 11 duu 13.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
A
1 08/18/99 08/19/99 08/25/99 7 5,800 1450 1 J. White,RE
2 08/18/99 08/19/99 09/15/99 28 1 7,600 1900 i=J^
3 08/18/99 08/19/99 09/15/99 28 7,800 1950
The lata is the property of the client. No reproduction of the above data without the sole permission of s Z
Tri-Sta.c Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
44
9
NEW YORK CITY LONG ISLAND • EDISON. NJ WALLINGFORD.CT • DOVER.DE
rrr 'rc —n —vr -rc--
TRI—S eAt E MATER I.S TESTING LAB INC.
CONNEC 1CUT DIVISION
121'P"NORTH PL.4INS INDUSTRIAL ROAD - WALLINGFORD.CONNEC"ICtTr 05492•1,203)949 7=3 FAX 1203)949-.,33
T N flNvr
Client: Design Tee Report#: 052
17 Sparks St. Date: 08/19/99
Plainville. CT. 06062
Project:GCR Truck Tire Center-
Contractor: Design Tee
Inspector: Al Jimenez Weather: Clear Temp.: 89
Daily Masonry Observation Checklist
At our clients request ajob site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No I I Yes No
Are the units clean and dry X Is low lift grouting being used N/A
Are the units damaged or disfigured X Is high lift grouting being used N/A
Does the contractor check level and plumb X Is the grout being installed as specified N/A
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end ofthe workday X the end of the workday X
Is mortar used within the time specified X All mortar joints being finished as specified X
Mortar and Grout observations
Mortar-Required Strength 1800 PSI Yes No Grout-Required Strength Yes No
Is the mortar mixed on site X Is the grout mixed on site N/A
Is the mixing water clean X Is the mixing water clean N/A
Are all materials clean and covered X Are all materials clean and covered N/A
Are the manufacturers instructions being Are the manufacturers instructions being
followed X followed N/A
Is the mixing time within specification X Is the mixing time within specification N/A
Is the same operator hatching every batch X Is the same operator batching every batch N/A
Sampling Method per Specification X Sampling Method per Specification N/A
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar ® Grout 0 Type of Specimen: ® 2"x2"x2" Cyl.3"x6" Other
Location(s): CMU wall on column line G from 11 to 12 line courses 1 and 2.
Test For: Compressive Strength 1800 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted BY: Tri-State Materials Testing Lab.Inc
Received Tested Tested Load Strength(PSI)
jr
1 08/19/99 08/20/99 08/26/99 7 5,200 1300 J: „ 'y'
ite,RE
08/19/99 08/20/99 1 09/16/99 28 7,700 1925 4
3 08/19/99 08/20/99 09/16/99 28 7,900 1975
The: ata is the property ofthe client. No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
NEW YORK CITY LONG ISLAND • EDISON,NJ • WALLINGFORD.CT • DOVER.DE
r— •rr —_ —vr --r--
L u
TRI-STAT I IT-RIA .S TIS TING LU INC.
CONNEC 7CUT DMSION
121"?-NORTH PLAINS INDUSiRLU ROAD • WALLINGFORD.CONNE=C'-TT 06492•+2031 949-77=3 FAX M31949=735
ua
N Et1u1C,t'Y,`-
1
Client: DesignTec Report#: 052
17 Sparks St. Date: 08/19/99
Plainville, CT. 06062
Project:GCR Truck.Tire Center_
Contractor: DesignTec
Inspector: rkl Jimenez Weather: Clear Temp.: 89
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contractor check level and plumb X Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workday X the end of the workday I X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A Is the mixing time within specification X
Is the same operator hatching every batch N/A Is the same operator batching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar 0 Grout ® Type of Specimen:2"x2"x2"Cyl. 3"x6" ® Other Prism 6x3x3
Location(s): CMU wall on column line F.4 from 12 to 12.8 line courses 16 thru 18
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab.IncReceivedTestedTestedLoadStrength(PSI)
74048 08/19/99 08/20/99 08/26/99 7 22,000 2444 J:: e,RE
74049 08/19/99 08/20/99 09/16/99 28 28,000 3110
4050 08/19/99 08/20/99 09/16/99 28 27,500 3050
The data is the propery of the client. No reproduction of the above data without the sole permission of
Tri-State Matenals Testing Tri-State Materials Testing accepts no liability for work executed by others. L'
NEW YORK CITY • LONG ISLAND • EDISON, ,NJ • WALLINGFORD. CT DOVER. DE
C
TRI-5-OTATE MATTALAIALS TESTING LAB INC.
CONNEC7, CUT DIVISION
121'?-NORTH PLAINS INDUSTRIAL ROAD • WALLINGFORD,CONNECTICUT 06492- (2031 949 ,33 FAX i2031 949-"i35
a
CT N Er GtiN
Client: DesipTec Report#: 053
17 Sparks St. Date: 08/20/99
Plainville, CT. 06062
Project:GCR Truck Tire Center_
Contractor: DesignTec
Inspector: Al Jimenez Weather: Clear Temp.: 87
Daily Masonry Observation Checklist
At our clients request a job site inspection was made on this date to observe the masonry wall construction. The following data is the result of
our inspection:
Placement Observations
Yes No Yes No
Are the units clean and dry X Is low lift grouting being used X
Are the units damaged or disfigured X Is high lift grouting being used X
Does the contractor check level and plumb X Is the grout being installed as specified X
Is the horizontal reinforcing being used as Is the vertical reinforcing being used as
specified including all details X specified including all details X
Are the completed walls protected from Are the completed walls secured at
the weather at the end of the workdav X the end of the workday X
Is mortar used within the time specified N/A All mortar joints being finished as specified N/A
Mortar and Grout observations
Mortar-Required Strength Yes No Grout-Required Strength 3000 PSI Yes No
Is the mortar mixed on site N/A Is the grout mixed on site X
Is the mixing water clean N/A Is the mixing water clean X
Are all materials clean and covered N/A Are all materials clean and covered X
Are the manufacturers instructions being Are the manufacturers instructions being
followed N/A followed X
Is the mixing time within specification N/A I Is the mixing time within specification X
Is the same operator hatching every batch N/A Is the same operator hatching every batch X
Sampling Method per Specification N/A Sampling Method per Specification X
Comments: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation
Results of Compression Tests Performed Specimens cured per ASTM C511
Type of Material: Mortar Grout ® Type of Specimen: 2"x2"x2"Cyl.329x6" ® Other Prism 6x3x3
Location(s): CMU wall grouted at all door opening on column line G courses 7 thru 10.
Remarks:
Test For: Compressive Strength 3000 P.S.I.
Specimen Date Cast Date Date Age Total Comp. Submitted By: Tri-State Materials Testing Lab. Inc
Received Tested Tested Load Strength(PSI)
74051 08/19/99 08/20/99 08/26/99 7 23,000 2555 l J. White.RE
74052 08/19/99 08/20/99 28
4053 08/19/99 08/20/99 1 28 J
The data as the property of the client- No reproduction of the above data without the sole permission of
Tri-State Materials Testing.Tri-State Materials Testing accepts no liability for work executed by others.
y
t ti
NEW YORK CITY • LONG ISLAND • EDISON.NJ • WALLINGFORD.CT DOVER.DE-
rrT r/c n rlvr. -Fc
CONNEr IC'JT DIVISION
NORTH PLANS INDUSTRIAL ROAD WALLINGFORD.CONNEC:TCJT 06492•t203)949-" 33 FAX,'203)949=735
a U
Client: Design Tee Report#: 054
17 Sparks St. Date: 08/25/99
Plainville, CT. 06062 Inspector: Salah Al-Bakri
Project: GCR Truck Tire Center
VISUAL INSPECTION OF MASONRY WALLS
As per the Client's request, we were dispatched to the above mentioned project to
visually inspect masonry walls.
12" CMU wall on G-line between 11.1 & 11.7 was up to 27 courses. Reinforcement
was in walls (no discrepancies noted).
12" CMU wall on G-line between 11.7 & 13 vertical reinforcement in place. Bond
beam with 12" Y 16" dimensions was not in wall as per detail CIA-22. Wall was up to
21st course. Super notified.
No other discrepancies were noted.
Remarks:
Report To: Design Tec, Salamone Associates
Submitted Bv: Tri-State Materials Testing Lab., Inc
Neal J. ) 1u ,,P.E
J
Ad
The anove data is the properry or the cttent No reproaucuon of the anove data without the sole permission of Tri-Staut Materials Testing
Tri-State Matena13 Testing accem no iiabiltty for wont ex-cuted by other
S
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yybh97Y^e'1
NEW YORK CITY • LONG ISLAND • SDISON.Nj WALLINGFORD,CT • DOVER.DE