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Sample Record for 2021-07-16-52

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Project Information

Project ID: 215409 DEA: 051M3804 EFIS: 0519000135 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58,101-Var
Work Description: TREAT BRIDGE DECKS WITH METHACYLATE AND POLYESTER CONCRETE OVERLAYS.
Location Description: SAN LUIS OBISPO COUNTY AT VARIOUS LOCATIONS
Contractor Name: VELARDE CONCRETE CONSTRUCTION INC
Contractor Address: 523 S BRAND BLVD STE. 201, SAN FERNANDO, CA 91340
Resident Engineer: Thomas Petersen Structure Rep.: Salvador J. Heredia

Sample Information

DIME Sample ID: 2021-07-16-52
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: 07/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2021
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1348441
Batch number: 1348441
Mix number: 1348441
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2021-07-16-52-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/27/2021
Date Tested: 07/15/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9

Test 2 of 6

DIME Test ID: 2021-07-16-52-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/27/2021
Date Tested: 07/15/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 101

Test 3 of 6

DIME Test ID: 2021-07-16-52-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/27/2021
Date Tested: 07/15/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45.39

Test 4 of 6

DIME Test ID: 2021-07-16-52-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/27/2021
Date Tested: 07/21/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 5
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.485 in
Sample 1 Ultimate strength 3296.8 psi
Sample 1 Thickness 0.248 in
Sample 1 Area 0.1203 in^2
Sample 1 Ultimate Strength Actual 396.61 lbs
Sample 1 percent elongation 65.89 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.25 in
Sample 2 Area 0.1215 in^2
Sample 2 Ultimate strength 3478.2 psi
Sample 2 Ultimate Strength Actual 422.6 lbs
Sample 2 percent elongation 70.6 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.245 in
Sample 3 Area 0.1191 in^2
Sample 3 Ultimate strength 3495.1 psi
Sample 3 Ultimate Strength Actual 416.27 lbs
Sample 3 percent elongation 70.02 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.249 in
Sample 4 Area 0.121 in^2
Sample 4 Ultimate strength 3269.9 psi
Sample 4 Ultimate Strength Actual 395.66 lbs
Sample 4 percent elongation 64.51 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.248 in
Sample 5 Area 0.1205 in^2
Sample 5 Ultimate strength 3386.9 psi
Sample 5 Ultimate Strength Actual 408.12 lbs
Sample 5 percent elongation 68.61 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3385 psi
Percent Elongation Average 68 %

Test 5 of 6

DIME Test ID: 2021-07-16-52-5
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: 07/27/2021
Date Tested: 07/18/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1323.4 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 1 661.7 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1286.59 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 2 643.295 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1460.09 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 3 730.045 psi

Test 6 of 6

DIME Test ID: 2021-07-16-52-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/27/2021
Date Tested: 07/23/2021
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor's results.
Test Result Compliance:
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 75 f
Tare weight no data
Initial weight 100 grams
Weight at 5 minutes 99.927 grams
Weight at 10 minutes 99.82 grams
Weight at 15 minutes 99.611 grams
Weight at 20 minutes 99.511 grams
Weight at 25 minutes 99.438 grams
Weight at 30 minutes 99.299 grams
Final weight 99.299 grams
Total weight loss 0.701 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 37.684 grams/m^2