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Sample Record for 2021-07-13-8

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Project Information

Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Girmay Beyene Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2021-07-13-8
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: 07/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2021
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1346855
Batch number: 1346855
Mix number: 1346855

Test Results

Test 1 of 6

DIME Test ID: 2021-07-13-8-1
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 07/22/2021
Date Tested: 07/13/2021
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 vendor'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 99.93 grams
Weight at 10 minutes 99.665 grams
Weight at 15 minutes 99.535 grams
Weight at 20 minutes 99.48 grams
Weight at 25 minutes 99.354 grams
Weight at 30 minutes 99.085 grams
Final weight 99.085 grams
Total weight loss 0.915 grams
Calculated radius of gallon can lid in cm 7.7 cm
Lid Factor 53.757 m^2
Volatile emission 49.188 grams/m^2

Test 2 of 6

DIME Test ID: 2021-07-13-8-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 07/22/2021
Date Tested: 07/12/2021
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 vendor's results.
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: 2021-07-13-8-3
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 07/22/2021
Date Tested: 07/12/2021
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 103

Test 4 of 6

DIME Test ID: 2021-07-13-8-4
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 07/22/2021
Date Tested: 07/12/2021
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.2

Test 5 of 6

DIME Test ID: 2021-07-13-8-5
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 07/22/2021
Date Tested: 07/16/2021
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 vendor'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 0.489 in
Sample 1 Ultimate strength 3500.4 psi
Sample 1 Thickness 0.257 in
Sample 1 Area 0.1257 in^2
Sample 1 Ultimate Strength Actual 440 lbs
Sample 1 percent elongation 60 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.488 in
Sample 2 Thickness 0.253 in
Sample 2 Area 0.1235 in^2
Sample 2 Ultimate strength 3603.2 psi
Sample 2 Ultimate Strength Actual 445 lbs
Sample 2 percent elongation 65 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.487 in
Sample 3 Thickness 0.256 in
Sample 3 Area 0.1247 in^2
Sample 3 Ultimate strength 3552.5 psi
Sample 3 Ultimate Strength Actual 443 lbs
Sample 3 percent elongation 59 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.487 in
Sample 4 Thickness 0.254 in
Sample 4 Area 0.1237 in^2
Sample 4 Ultimate strength 3508.5 psi
Sample 4 Ultimate Strength Actual 434 lbs
Sample 4 percent elongation 57 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.486 in
Sample 5 Thickness 0.253 in
Sample 5 Area 0.123 in^2
Sample 5 Ultimate strength 3536.6 psi
Sample 5 Ultimate Strength Actual 435 lbs
Sample 5 percent elongation 65 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3540 psi
Percent Elongation Average 61 %

Test 6 of 6

DIME Test ID: 2021-07-13-8-6
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: 07/22/2021
Date Tested: 07/15/2021
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 vendor's results.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1447 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 1 723.5 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1596 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 2 798 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1478 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 3 739 psi

Tests Assigned to this Sample

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