Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001088 DEA: 040Q1204 EFIS: 0418000045
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-280-7.5/7.5
Work Description: Polyester Concrete Overlay, RHMA Paving, CMS, and Pedestrian Over-crossing project in San Francisco
Location Description: Route 280
Contractor Name: Bay Cities Grading and Paving
Contractor Address: Unknown
Resident Engineer: Charles Koos Structure Rep.: Stanley Ku
DIME Sample ID: 2026-09-25-44
TL Number from the TL Form: 232KBP
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: 09/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/05/2026
The quantity of what the sample constitutes: 10 tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 26-039
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia
DIME Test ID: 2026-09-25-44-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/15/2026
Date Tested: 10/08/2026
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2026-09-25-44-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/15/2026
Date Tested: 10/08/2026
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Density Units
|
pounds/gallons
|
|
Liquid Density (pounds per gallon)
|
9
|
DIME Test ID: 2026-09-25-44-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/15/2026
Date Tested: 10/07/2026
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 supplier's result.
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
|
0.483 in
|
|
Sample 1 Ultimate strength
|
2801.3 psi
|
|
Sample 1 Thickness
|
0.249 in
|
|
Sample 1 Area
|
0.1203 in^2
|
|
Sample 1 Ultimate Strength Actual
|
337 lbs
|
|
Sample 1 percent elongation
|
59 %
|
|
Sample 1 Time
|
no data0 MM:SS
|
|
Sample 2 Width
|
0.483 in
|
|
Sample 2 Thickness
|
0.253 in
|
|
Sample 2 Area
|
0.1222 in^2
|
|
Sample 2 Ultimate strength
|
2725 psi
|
|
Sample 2 Ultimate Strength Actual
|
333 lbs
|
|
Sample 2 percent elongation
|
57 %
|
|
Sample 2 Time
|
no data0 MM:SS
|
|
Sample 3 Width
|
0.482 in
|
|
Sample 3 Thickness
|
0.253 in
|
|
Sample 3 Area
|
0.1219 in^2
|
|
Sample 3 Ultimate strength
|
2657.9 psi
|
|
Sample 3 Ultimate Strength Actual
|
324 lbs
|
|
Sample 3 percent elongation
|
54 %
|
|
Sample 3 Time
|
no data0 MM:SS
|
|
Sample 4 Width
|
0.483 in
|
|
Sample 4 Thickness
|
0.25 in
|
|
Sample 4 Area
|
0.1208 in^2
|
|
Sample 4 Ultimate strength
|
2781.5 psi
|
|
Sample 4 Ultimate Strength Actual
|
336 lbs
|
|
Sample 4 percent elongation
|
60 %
|
|
Sample 4 Time
|
no data0 MM:SS
|
|
Sample 5 Width
|
0.482 in
|
|
Sample 5 Thickness
|
0.257 in
|
|
Sample 5 Area
|
0.1239 in^2
|
|
Sample 5 Ultimate strength
|
2841 psi
|
|
Sample 5 Ultimate Strength Actual
|
352 lbs
|
|
Sample 5 percent elongation
|
62 %
|
|
Sample 5 Time
|
no data0 MM:SS
|
|
Sample 6 Width
|
0.483 in
|
|
Sample 6 Thickness
|
0.254 in
|
|
Sample 6 Area
|
0.1227 in^2
|
|
Sample 6 Ultimate strength
|
2787.3 psi
|
|
Sample 6 Ultimate Strength Actual
|
342 lbs
|
|
Sample 6 percent elongation
|
59 %
|
|
Sample 6 Time
|
no data0 MM:SS
|
|
Ultimate Strength Average
|
2766 psi
|
|
Percent Elongation Average
|
59 %
|
DIME Test ID: 2026-09-25-44-4
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: 10/15/2026
Date Tested: 10/09/2026
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 supplier's result.
Only two samples were tested.
Test Result Compliance: complies
Additional Comments When Verified:
|
Curing history for Sample 1
|
24hr
|
|
Maximum applied load (P) for Sample 1
|
1348 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
|
674 psi
|
|
Curing history for Sample 2
|
24hr
|
|
Maximum applied load (P) for Sample 2
|
1098 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
|
SSD
|
|
Modulus of rupture (R) for Sample 2
|
549 psi
|
|
Curing history for Sample 3
|
24hr
|
|
Maximum applied load (P) for Sample 3
|
no data0 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
|
no data0 psi
|
DIME Test ID: 2026-09-25-44-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/15/2026
Date Tested: 10/08/2026
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Diameter of lid
|
153.9 mm
|
|
Room Temperature
|
76 f
|
|
Tare weight
|
no data
|
|
Initial weight
|
100.11 grams
|
|
Weight at 5 minutes
|
100.02 grams
|
|
Weight at 10 minutes
|
99.936 grams
|
|
Weight at 15 minutes
|
99.825 grams
|
|
Weight at 20 minutes
|
99.72 grams
|
|
Weight at 25 minutes
|
99.668 grams
|
|
Weight at 30 minutes
|
99.591 grams
|
|
Final weight
|
99.59 grams
|
|
Total weight loss
|
0.52 grams
|
|
Calculated radius of gallon can lid in cm
|
7.695 cm
|
|
Lid Factor
|
53.757 m^2
|
|
Volatile emission
|
27.954 grams/m^2
|
DIME Test ID: 2026-09-25-44-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/15/2026
Date Tested: 10/08/2026
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 supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
|
Mean of two volatile content determination
|
46.2
|
