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Sample Record for 2022-09-02-35

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Project Information

Project ID: 215682 DEA: 031H1904 EFIS: 0316000065 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80,244-M9.6/12.9,0.0/T0.8
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO ON ROUTE 80 FROM 0.2 MILE EAST OF LONGVIEW DRIVE OVERCROSSING TO 0.4 MILE EAST OF MADISON AVENUE OVERCROSSING AND ON ROUTE 244 FROM 0.3 MILE NORTH OF AUBURN BOULEVARD TO CONNECTOR TO ROUTE 80
Contractor Name: A. Teichert and Sons, Inc. DBA Teichert Construction
Contractor Address: 400 Sunrise Blvd., Roseville, CA 95661
Resident Engineer: Deyaedden Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-02-35
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: High Friction Surface Treatment
Sample Taken Date: 09/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/06/2022
The quantity of what the sample constitutes: 32 Totes
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification: 943123
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mgf. Lot Number(s): 1426034
Batch Number: 1426034
Mix Number: 1426034
Resin Binder Type: Polyester
Used for Overlay: Yes
Used for Inlay: No
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-09-02-35-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 03/29/2023
Date Tested: 09/22/2022
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: Gel time ASTM C881=25 mins. Cure rate ASTM D1640=1.23 hrs.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 1904

Test 2 of 2

DIME Test ID: 2022-09-02-35-2
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 03/29/2023
Date Tested: 09/15/2022
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 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 0.483 in
Sample 1 Ultimate strength 4175.9 psi
Sample 1 Thickness 0.16 in
Sample 1 Area 0.0773 in^2
Sample 1 Ultimate Strength Actual 322.8 lbs
Sample 1 percent elongation 66.12 %
Sample 1 Time 0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.146 in
Sample 2 Area 0.0705 in^2
Sample 2 Ultimate strength 3819.9 psi
Sample 2 Ultimate Strength Actual 269.3 lbs
Sample 2 percent elongation 56.23 %
Sample 2 Time 0 MM:SS
Sample 3 Width 0.491 in
Sample 3 Thickness 0.134 in
Sample 3 Area 0.0658 in^2
Sample 3 Ultimate strength 3899.7 psi
Sample 3 Ultimate Strength Actual 256.6 lbs
Sample 3 percent elongation 58.84 %
Sample 3 Time 0 MM:SS
Sample 4 Width 0.491 in
Sample 4 Thickness 0.151 in
Sample 4 Area 0.0741 in^2
Sample 4 Ultimate strength 3973 psi
Sample 4 Ultimate Strength Actual 294.4 lbs
Sample 4 percent elongation 62.06 %
Sample 4 Time 0 MM:SS
Sample 5 Width 0.484 in
Sample 5 Thickness 0.151 in
Sample 5 Area 0.0731 in^2
Sample 5 Ultimate strength 4114.9 psi
Sample 5 Ultimate Strength Actual 300.8 lbs
Sample 5 percent elongation 65.22 %
Sample 5 Time 0 MM:SS
Ultimate Strength Average 3997 psi
Percent Elongation Average 62 %