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Sample Record for 2023-06-27-63

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Project Information

Project ID: 994637 DEA: 022J9804 EFIS: 0221000155 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location Description: LASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: Unknown
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-27-63
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: 06/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2023
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: 943810
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1478225
Batch number: 1478225
Mix number: 1478225
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-06-27-63-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/16/2023
Date Tested: 07/18/2023
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 106

Test 2 of 6

DIME Test ID: 2023-06-27-63-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/16/2023
Date Tested: 07/18/2023
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) 9

Test 3 of 6

DIME Test ID: 2023-06-27-63-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/16/2023
Date Tested: 06/30/2023
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 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.487 in
Sample 1 Ultimate strength 3148.1 psi
Sample 1 Thickness 0.255 in
Sample 1 Area 0.1242 in^2
Sample 1 Ultimate Strength Actual 391 lbs
Sample 1 percent elongation 66.7 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.487 in
Sample 2 Thickness 0.259 in
Sample 2 Area 0.1261 in^2
Sample 2 Ultimate strength 3053.1 psi
Sample 2 Ultimate Strength Actual 385 lbs
Sample 2 percent elongation 66 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.122 in^2
Sample 3 Ultimate strength 2745.9 psi
Sample 3 Ultimate Strength Actual 335 lbs
Sample 3 percent elongation 56.2 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.255 in
Sample 4 Area 0.1242 in^2
Sample 4 Ultimate strength 2954.9 psi
Sample 4 Ultimate Strength Actual 367 lbs
Sample 4 percent elongation 63.3 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.257 in
Sample 5 Area 0.1254 in^2
Sample 5 Ultimate strength 3325.4 psi
Sample 5 Ultimate Strength Actual 417 lbs
Sample 5 percent elongation 73.4 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.487 in
Sample 6 Thickness 0.256 in
Sample 6 Area 0.1247 in^2
Sample 6 Ultimate strength 3311.9 psi
Sample 6 Ultimate Strength Actual 413 lbs
Sample 6 percent elongation 73.6 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3090 psi
Percent Elongation Average 67 %

Test 4 of 6

DIME Test ID: 2023-06-27-63-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/16/2023
Date Tested: 07/18/2023
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 46

Test 5 of 6

DIME Test ID: 2023-06-27-63-5
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: 10/16/2023
Date Tested: 06/30/2023
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:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1685 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 1 842.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1595 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 2 797.5 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 2169 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 1084.5 psi

Test 6 of 6

DIME Test ID: 2023-06-27-63-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/16/2023
Date Tested: 06/30/2023
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:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100.072 grams
Weight at 5 minutes 99.988 grams
Weight at 10 minutes 99.921 grams
Weight at 15 minutes 99.857 grams
Weight at 20 minutes 99.775 grams
Weight at 25 minutes 99.689 grams
Weight at 30 minutes 99.579 grams
Final weight 99.58 grams
Total weight loss 0.49 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 26.448 grams/m^2