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Sample Record for 2021-08-18-26

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Project Information

Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-08-18-26
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: 08/18/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2021
The quantity of what the sample constitutes: 80 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): 1352897
Batch number: 1352897
Mix number: 1352897

Test Results

Test 1 of 6

DIME Test ID: 2021-08-18-26-1
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 08/26/2021
Date Tested: 08/13/2021
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 based on 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: 2021-08-18-26-2
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 08/26/2021
Date Tested: 08/13/2021
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 140

Test 3 of 6

DIME Test ID: 2021-08-18-26-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 08/26/2021
Date Tested: 08/13/2021
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.46

Test 4 of 6

DIME Test ID: 2021-08-18-26-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 08/26/2021
Date Tested: 08/20/2021
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 based on 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 0.486 in
Sample 1 Ultimate strength 2813.2 psi
Sample 1 Thickness 0.249 in
Sample 1 Area 0.121 in^2
Sample 1 Ultimate Strength Actual 340.4 lbs
Sample 1 percent elongation 63.19 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.486 in
Sample 2 Thickness 0.249 in
Sample 2 Area 0.121 in^2
Sample 2 Ultimate strength 3043 psi
Sample 2 Ultimate Strength Actual 368.2 lbs
Sample 2 percent elongation 70.19 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.486 in
Sample 3 Thickness 0.25 in
Sample 3 Area 0.1215 in^2
Sample 3 Ultimate strength 3021.4 psi
Sample 3 Ultimate Strength Actual 367.1 lbs
Sample 3 percent elongation 70.49 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.486 in
Sample 4 Thickness 0.25 in
Sample 4 Area 0.1215 in^2
Sample 4 Ultimate strength 2595.9 psi
Sample 4 Ultimate Strength Actual 315.4 lbs
Sample 4 percent elongation 56.67 %
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 3168 psi
Sample 5 Ultimate Strength Actual 386.5 lbs
Sample 5 percent elongation 73.52 %
Sample 5 Time 0 MM:SS
Sample 6 Width 0.486 in
Sample 6 Thickness 0.25 in
Sample 6 Area 0.1215 in^2
Sample 6 Ultimate strength 2686.4 psi
Sample 6 Ultimate Strength Actual 326.4 lbs
Sample 6 percent elongation 61.47 %
Sample 6 Time 0 MM:SS
Ultimate Strength Average 2888 psi
Percent Elongation Average 66 %

Test 5 of 6

DIME Test ID: 2021-08-18-26-5
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: 08/26/2021
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 based on supplier's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1607.4 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 1 803.7 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1823.2 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 2 911.6 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1416 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 3 708 psi

Test 6 of 6

DIME Test ID: 2021-08-18-26-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 08/26/2021
Date Tested: 08/18/2021
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 based on 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 99.934 grams
Weight at 10 minutes 99.873 grams
Weight at 15 minutes 99.78 grams
Weight at 20 minutes 99.673 grams
Weight at 25 minutes 99.612 grams
Weight at 30 minutes 99.548 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.