Print Report | Back to Sample Detail

Sample Record for 2022-11-29-30

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993778 DEA: 042W5404 EFIS: 0421000234 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-4.0/4.6
Work Description: PLACE POLYESTER CONCRETE OVERLAY.
Location Description: MARIN COUNTY NEAR SAUSALITO FROM 0.7 MILE NORTH OF WALDO UNDERCROSSING TO 0.2 MILE SOUTH OF FRONTAGE ROAD
Contractor Name: GOLDEN STATE BRIDGE INC
Contractor Address: 3701 Mallard Dr., Benicia, CA 94510
Resident Engineer: Dawit Habteselassie Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-29-30
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: 11/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2022
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943763
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1442581
Batch number: 1442581
Mix number: 1442581
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-11-29-30-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 06/30/2023
Date Tested: 12/20/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 109

Test 2 of 6

DIME Test ID: 2022-11-29-30-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 06/30/2023
Date Tested: 12/20/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.7

Test 3 of 6

DIME Test ID: 2022-11-29-30-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 06/30/2023
Date Tested: 12/07/2022
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 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 0.486 in
Sample 1 Ultimate strength 3254.9 psi
Sample 1 Thickness 0.251 in
Sample 1 Area 0.122 in^2
Sample 1 Ultimate Strength Actual 397.1 lbs
Sample 1 percent elongation 64.5 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.243 in
Sample 2 Area 0.1186 in^2
Sample 2 Ultimate strength 3235.2 psi
Sample 2 Ultimate Strength Actual 383.7 lbs
Sample 2 percent elongation 58.6 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.242 in
Sample 3 Area 0.1181 in^2
Sample 3 Ultimate strength 3221.8 psi
Sample 3 Ultimate Strength Actual 380.5 lbs
Sample 3 percent elongation 61.9 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.246 in
Sample 4 Area 0.1198 in^2
Sample 4 Ultimate strength 3205.3 psi
Sample 4 Ultimate Strength Actual 384 lbs
Sample 4 percent elongation 59.6 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.487 in
Sample 5 Thickness 0.242 in
Sample 5 Area 0.1179 in^2
Sample 5 Ultimate strength 3223.1 psi
Sample 5 Ultimate Strength Actual 380 lbs
Sample 5 percent elongation 62.7 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.245 in
Sample 6 Area 0.1193 in^2
Sample 6 Ultimate strength 3243.1 psi
Sample 6 Ultimate Strength Actual 386.9 lbs
Sample 6 percent elongation 64.2 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3231 psi
Percent Elongation Average 62 %

Test 4 of 6

DIME Test ID: 2022-11-29-30-4
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: 06/30/2023
Date Tested: 12/06/2022
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 results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1376.2 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 1 688.1 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1439.6 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 2 719.8 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1233.4 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 3 616.7 psi

Test 5 of 6

DIME Test ID: 2022-11-29-30-5
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 06/30/2023
Date Tested: 12/05/2022
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 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 100.002 grams
Weight at 5 minutes 99.926 grams
Weight at 10 minutes 99.821 grams
Weight at 15 minutes 99.723 grams
Weight at 20 minutes 99.654 grams
Weight at 25 minutes 99.586 grams
Weight at 30 minutes 99.517 grams
Final weight 99.52 grams
Total weight loss 0.48 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 25.911 grams/m^2

Test 6 of 6

DIME Test ID: 2022-11-29-30-6
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 06/30/2023
Date Tested: 12/20/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.7