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Sample Record for 2022-03-02-11

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Project Information

Project ID: 214572 DEA: 034E62U4 EFIS: 0319000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-18.5/24.2
Work Description: CONSTRUCT UC, MED BARRIER, DRAINAGE SYSTEMS & HMA OVERLAY.
Location Description: EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM MOSQUITO ROAD UNDERCROSSING TO SCHNELL SCHOOL ROAD UNDERCROSSING AND FROM 0.2 MILE WEST OF STILL MEADOW ROAD TO 0.2 MILE EAST OF CARSON ROAD
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Nathan Alterton Structure Rep.: Raymand Macy

Sample Information

DIME Sample ID: 2022-03-02-11
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: 03/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/02/2022
The quantity of what the sample constitutes: 160 Drums
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): 1391706
Batch number: 1391706
Mix number: 1391706
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-03-02-11-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/25/2022
Date Tested: 03/25/2022
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 94

Test 2 of 6

DIME Test ID: 2022-03-02-11-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 03/25/2022
Date Tested: 03/25/2022
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 1.05

Test 3 of 6

DIME Test ID: 2022-03-02-11-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/25/2022
Date Tested: 03/04/2022
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor 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 0.25 in
Sample 1 Ultimate strength 3249.8 psi
Sample 1 Thickness 0.49 in
Sample 1 Area 0.1225 in^2
Sample 1 Ultimate Strength Actual 398.1 lbs
Sample 1 percent elongation 59 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.25 in
Sample 2 Thickness 0.49 in
Sample 2 Area 0.1225 in^2
Sample 2 Ultimate strength 3284.9 psi
Sample 2 Ultimate Strength Actual 402.4 lbs
Sample 2 percent elongation 62.4 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.25 in
Sample 3 Thickness 0.49 in
Sample 3 Area 0.1225 in^2
Sample 3 Ultimate strength 3432.7 psi
Sample 3 Ultimate Strength Actual 420.5 lbs
Sample 3 percent elongation 68.3 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.25 in
Sample 4 Thickness 0.49 in
Sample 4 Area 0.1225 in^2
Sample 4 Ultimate strength 3485.7 psi
Sample 4 Ultimate Strength Actual 427 lbs
Sample 4 percent elongation 69.4 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.26 in
Sample 5 Thickness 0.49 in
Sample 5 Area 0.1274 in^2
Sample 5 Ultimate strength 3752 psi
Sample 5 Ultimate Strength Actual 478 lbs
Sample 5 percent elongation 74.9 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.25 in
Sample 6 Thickness 0.49 in
Sample 6 Area 0.1225 in^2
Sample 6 Ultimate strength 3249 psi
Sample 6 Ultimate Strength Actual 398 lbs
Sample 6 percent elongation 63.6 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3409 psi
Percent Elongation Average 66 %

Test 4 of 6

DIME Test ID: 2022-03-02-11-5
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 03/25/2022
Date Tested: 03/24/2022
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 47

Test 5 of 6

DIME Test ID: 2022-03-02-11-6
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: 03/25/2022
Date Tested: 03/06/2022
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: 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 1443.7 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 1 721.85 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1558 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 2 779 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1374 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 3 687 psi

Test 6 of 6

DIME Test ID: 2022-03-02-11-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 03/25/2022
Date Tested: 03/03/2022
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: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Accepted vendor 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 grams
Weight at 5 minutes 99.934 grams
Weight at 10 minutes 99.87 grams
Weight at 15 minutes 99.802 grams
Weight at 20 minutes 99.729 grams
Weight at 25 minutes 99.648 grams
Weight at 30 minutes 99.578 grams
Final weight 99.58 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 22.578 grams/m^2