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Sample Record for 2023-04-14-21

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Project Information

Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-154-R31.8/R32.1
Work Description: CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Jeffery Finn Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2023-04-14-21
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: 04/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2023
The quantity of what the sample constitutes: 36 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943771
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): 1465420
Batch number: 1465420
Mix number: 1465420
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-04-14-21-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/17/2023
Date Tested: 04/25/2023
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 104

Test 2 of 6

DIME Test ID: 2023-04-14-21-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/17/2023
Date Tested: 04/25/2023
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: 2023-04-14-21-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/17/2023
Date Tested: 04/17/2023
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 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 0.488 in
Sample 1 Ultimate strength 3117.1 psi
Sample 1 Thickness 0.245 in
Sample 1 Area 0.1196 in^2
Sample 1 Ultimate Strength Actual 372.8 lbs
Sample 1 percent elongation 56.9 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.251 in
Sample 2 Area 0.1225 in^2
Sample 2 Ultimate strength 3195.1 psi
Sample 2 Ultimate Strength Actual 391.4 lbs
Sample 2 percent elongation 58.6 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.251 in
Sample 3 Area 0.1222 in^2
Sample 3 Ultimate strength 3187.4 psi
Sample 3 Ultimate Strength Actual 389.5 lbs
Sample 3 percent elongation 55.1 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.261 in
Sample 4 Area 0.1268 in^2
Sample 4 Ultimate strength 3165.6 psi
Sample 4 Ultimate Strength Actual 401.4 lbs
Sample 4 percent elongation 53.4 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.252 in
Sample 5 Area 0.123 in^2
Sample 5 Ultimate strength 3190.2 psi
Sample 5 Ultimate Strength Actual 392.4 lbs
Sample 5 percent elongation 60.7 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.247 in
Sample 6 Area 0.1205 in^2
Sample 6 Ultimate strength 3195 psi
Sample 6 Ultimate Strength Actual 385 lbs
Sample 6 percent elongation 60.5 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3175 psi
Percent Elongation Average 58 %

Test 4 of 6

DIME Test ID: 2023-04-14-21-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/17/2023
Date Tested: 04/25/2023
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 46.1

Test 5 of 6

DIME Test ID: 2023-04-14-21-5
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: 07/17/2023
Date Tested: 04/19/2023
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 supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1781 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 1 890.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1570.8 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 2 785.4 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1690.4 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 3 845.2 psi

Test 6 of 6

DIME Test ID: 2023-04-14-21-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/17/2023
Date Tested: 04/18/2023
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: 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 100.06 grams
Weight at 5 minutes 99.972 grams
Weight at 10 minutes 99.87 grams
Weight at 15 minutes 99.795 grams
Weight at 20 minutes 99.716 grams
Weight at 25 minutes 99.63 grams
Weight at 30 minutes 99.528 grams
Final weight 99.53 grams
Total weight loss 0.53 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 28.491 grams/m^2