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Sample Record for 2021-08-20-14

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Project Information

Project ID: 215403 DEA: 021H4004 EFIS: 0216000042 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R8.3
Work Description: PLACE STRUCTURAL CONCRETE BRIDGE DECK AND BARRIER AND PLACE HMA.
Location Description: SISKIYOU COUNTY NEAR MOUNT SHASTA AT AZALEA ROAD OVERCROSSING
Contractor Name: Abacus Construction, Inc.
Contractor Address: 6850 Haas Road, Anderson, CA 96007
Resident Engineer: Andy O'Sullivan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-20-14
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: 08/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2021
The quantity of what the sample constitutes: 81 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): 1353391
Batch number: 1353391
Mix number: 1353391

Test Results

Test 1 of 6

DIME Test ID: 2021-08-20-14-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/27/2021
Date Tested: 08/12/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier'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: 2021-08-20-14-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/27/2021
Date Tested: 08/12/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 132

Test 3 of 6

DIME Test ID: 2021-08-20-14-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/27/2021
Date Tested: 08/12/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.03

Test 4 of 6

DIME Test ID: 2021-08-20-14-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/27/2021
Date Tested: 08/24/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Accepted supplier'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 3020.1 psi
Sample 1 Thickness 0.236 in
Sample 1 Area 0.1145 in^2
Sample 1 Ultimate Strength Actual 345.8 lbs
Sample 1 percent elongation 70.54 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.245 in
Sample 2 Area 0.1191 in^2
Sample 2 Ultimate strength 3090.7 psi
Sample 2 Ultimate Strength Actual 368.1 lbs
Sample 2 percent elongation 72.52 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.241 in
Sample 3 Area 0.1171 in^2
Sample 3 Ultimate strength 2866.8 psi
Sample 3 Ultimate Strength Actual 335.7 lbs
Sample 3 percent elongation 66.24 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.241 in
Sample 4 Area 0.1171 in^2
Sample 4 Ultimate strength 2898.4 psi
Sample 4 Ultimate Strength Actual 339.4 lbs
Sample 4 percent elongation 67.45 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.251 in
Sample 5 Area 0.122 in^2
Sample 5 Ultimate strength 2973 psi
Sample 5 Ultimate Strength Actual 362.7 lbs
Sample 5 percent elongation 70.01 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 2970 psi
Percent Elongation Average 69 %

Test 5 of 6

DIME Test ID: 2021-08-20-14-5
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: 08/27/2021
Date Tested: 08/24/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 1923.34 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 1 961.669 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1717.46 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 2 858.732 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1783.76 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 3 891.881 psi

Test 6 of 6

DIME Test ID: 2021-08-20-14-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/27/2021
Date Tested: 08/24/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
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 75 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.944 grams
Weight at 10 minutes 99.88 grams
Weight at 15 minutes 99.762 grams
Weight at 20 minutes 99.704 grams
Weight at 25 minutes 99.648 grams
Weight at 30 minutes 99.553 grams
Final weight 99.55 grams
Total weight loss 0.45 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 24.191 grams/m^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.