Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000166 DEA: 101P7204 EFIS: 1022000156
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-R19.6/R24.0
Work Description: POLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON AT VARIOUS LOCATIONS FROM ROTH ROAD UNDERCROSSING TO WALKER SLOUGH BRIDGE
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave Sacramento, Sacramento, CA 95838
Resident Engineer: Mohamed Taleb Structure Rep.: Unknown
DIME Sample ID: 2024-10-03-46
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2024
The quantity of what the sample constitutes: 34 Totes
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 000136KBP
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2024-10-03-46-1
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 12/30/2024
Date Tested: 10/10/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of specimens tested
|
6
|
|
Conditioning procedure
|
18/25/50+5/70
|
|
Speed of testing
|
0.45 in/min
|
|
Sample 1 Width
|
0.485 in
|
|
Sample 1 Ultimate strength
|
2787 psi
|
|
Sample 1 Thickness
|
0.267 in
|
|
Sample 1 Area
|
0.1295 in^2
|
|
Sample 1 Ultimate Strength Actual
|
360.917 lbs
|
|
Sample 1 percent elongation
|
61.7 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.484 in
|
|
Sample 2 Thickness
|
0.254 in
|
|
Sample 2 Area
|
0.1229 in^2
|
|
Sample 2 Ultimate strength
|
2857 psi
|
|
Sample 2 Ultimate Strength Actual
|
351.125 lbs
|
|
Sample 2 percent elongation
|
60.5 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.484 in
|
|
Sample 3 Thickness
|
0.264 in
|
|
Sample 3 Area
|
0.1278 in^2
|
|
Sample 3 Ultimate strength
|
2993 psi
|
|
Sample 3 Ultimate Strength Actual
|
382.505 lbs
|
|
Sample 3 percent elongation
|
69 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.484 in
|
|
Sample 4 Thickness
|
0.26 in
|
|
Sample 4 Area
|
0.1258 in^2
|
|
Sample 4 Ultimate strength
|
3130 psi
|
|
Sample 4 Ultimate Strength Actual
|
393.754 lbs
|
|
Sample 4 percent elongation
|
73.3 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.484 in
|
|
Sample 5 Thickness
|
0.256 in
|
|
Sample 5 Area
|
0.1239 in^2
|
|
Sample 5 Ultimate strength
|
3055 psi
|
|
Sample 5 Ultimate Strength Actual
|
378.514 lbs
|
|
Sample 5 percent elongation
|
70.9 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.484 in
|
|
Sample 6 Thickness
|
0.264 in
|
|
Sample 6 Area
|
0.1278 in^2
|
|
Sample 6 Ultimate strength
|
2940 psi
|
|
Sample 6 Ultimate Strength Actual
|
375.732 lbs
|
|
Sample 6 percent elongation
|
2940 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2960 psi
|
|
Percent Elongation Average
|
546 %
|
DIME Test ID: 2024-10-03-46-2
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 12/30/2024
Date Tested: 10/08/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1292.25 lb
|
|
Span length for Sample 1
|
9 in
|
|
Break location for Sample 1
|
bond
|
|
Specimen defects/notes for Sample 1
|
no data
|
|
Surface type for Sample 1
|
SSD
|
|
Modulus of rupture (R) for Sample 1
|
646.125 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1177.39 lb
|
|
Span length for Sample 2
|
9 in
|
|
Break location for Sample 2
|
bond
|
|
Specimen defects/notes for Sample 2
|
no data
|
|
Surface type for Sample 2
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SSD
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|
Modulus of rupture (R) for Sample 2
|
588.693 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
1277.87 lb
|
|
Span length for Sample 3
|
9 in
|
|
Break location for Sample 3
|
bond
|
|
Specimen defects/notes for Sample 3
|
no data
|
|
Surface type for Sample 3
|
SSD
|
|
Modulus of rupture (R) for Sample 3
|
638.934 psi
|
DIME Test ID: 2024-10-03-46-3
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 12/30/2024
Date Tested: 10/07/2024
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted Vendor's Results
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
77 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.025 grams
|
|
Weight at 5 minutes
|
99.944 grams
|
|
Weight at 10 minutes
|
99.889 grams
|
|
Weight at 15 minutes
|
99.81 grams
|
|
Weight at 20 minutes
|
99.742 grams
|
|
Weight at 25 minutes
|
99.686 grams
|
|
Weight at 30 minutes
|
99.614 grams
|
|
Final weight
|
99.61 grams
|
|
Total weight loss
|
0.42 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
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22.309 grams/m^2
|
DIME Test ID: 2024-10-03-46-4
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-10-03-46-5
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46
|
DIME Test ID: 2024-10-03-46-6
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 05/01/2025
Date Tested: 04/28/2025
Submitted By Organization: Future Labs, LLC
Organization Address: 124 Lone Wolf Drive,
Organization City: Madison
Organization State: MS
Organization Zipcode: 39110
Organization Email: alexh@futurelabsllc.com
Organization Phone:
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
