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Sample Record for 2020-09-20-1

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Project Information

Project ID: 212304 DEA: 021C7504 EFIS: 0200000080 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-14.9
Work Description: CONCRETE BRIDGE, RETAINING WALLS, HMA, DRAINAGE AND GUARDRAIL.
Location Description: PLUMAS COUNTY NEAR BELDEN AT YELLOW CREEK BRIDGE 09-0008
Contractor Name: STEWART ENGINEERING INC
Contractor Address: PO Box 990010, Redding, CA 96099-0010
Resident Engineer: John Yolton Structure Rep.: Bryan Keene

Sample Information

DIME Sample ID: 2020-09-20-1
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: 09/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2020
The quantity of what the sample constitutes: 25 Totes
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 Reichhold

Material Information

Mfg. Lot Number(s): 1272227
Batch number: 1272227
Mix number: 1272227

Test Results

Test 1 of 6

DIME Test ID: 2020-09-20-1-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/16/2020
Date Tested: 10/16/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 9.1

Test 2 of 6

DIME Test ID: 2020-09-20-1-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/16/2020
Date Tested: 10/16/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Viscosity 116

Test 3 of 6

DIME Test ID: 2020-09-20-1-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/16/2020
Date Tested: 10/16/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 45

Test 4 of 6

DIME Test ID: 2020-09-20-1-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/16/2020
Date Tested: 10/16/2020
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:
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 0.489 in
Sample 1 Ultimate strength 3758.5 psi
Sample 1 Thickness 0.265 in
Sample 1 Area 0.1296 in^2
Sample 1 Ultimate Strength Actual 487.1 lbs
Sample 1 percent elongation 56.8 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.268 in
Sample 2 Area 0.1308 in^2
Sample 2 Ultimate strength 3795.1 psi
Sample 2 Ultimate Strength Actual 496.4 lbs
Sample 2 percent elongation 52.3 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.488 in
Sample 3 Thickness 0.268 in
Sample 3 Area 0.1308 in^2
Sample 3 Ultimate strength 3805 psi
Sample 3 Ultimate Strength Actual 497.7 lbs
Sample 3 percent elongation 55.1 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.488 in
Sample 4 Thickness 0.268 in
Sample 4 Area 0.1308 in^2
Sample 4 Ultimate strength 3705.7 psi
Sample 4 Ultimate Strength Actual 484.7 lbs
Sample 4 percent elongation 55.1 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.488 in
Sample 5 Thickness 0.261 in
Sample 5 Area 0.1274 in^2
Sample 5 Ultimate strength 3757.5 psi
Sample 5 Ultimate Strength Actual 478.7 lbs
Sample 5 percent elongation 62.1 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.488 in
Sample 6 Thickness 0.261 in
Sample 6 Area 0.1274 in^2
Sample 6 Ultimate strength 3623.2 psi
Sample 6 Ultimate Strength Actual 461.6 lbs
Sample 6 percent elongation 57.8 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 3741 psi
Percent Elongation Average 57 %

Test 5 of 6

DIME Test ID: 2020-09-20-1-6
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: 10/16/2020
Date Tested: 10/16/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1524 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 1 762 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1188 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 2 594 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1679 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 3 840 psi

Test 6 of 6

DIME Test ID: 2020-09-20-1-7
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/16/2020
Date Tested: 10/16/2020
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:
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight 0 grams
Initial weight 100 grams
Weight at 5 minutes 99.8 grams
Weight at 10 minutes 99.7 grams
Weight at 15 minutes 99.6 grams
Weight at 20 minutes 99.5 grams
Weight at 25 minutes 99.4 grams
Weight at 30 minutes 99.2 grams
Final weight 99.2 grams
Total weight loss 0.8 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 43.006 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.