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Testing Report for 2020-07-24-4-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 031G4904
EFIS: 0318000241
Project ID: 214687
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED,PLA,SAC,YOL-49,50,80-Var
Work Description: REPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: EL DORADO, PLACER, SACRAMENTO, AND YOLO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Dean Elghassein
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-24-4
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: 7/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 7/24/2020
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 Reichhold

Material Information

Mfg. Lot Number(s): 1267219
Batch number: 1267219
Mix number: 1267219

Test Information

DIME Test ID: 2020-07-24-4-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 10/19/2020
Verified Date: 10/19/2020
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 :

Submitted Test Results

Number of specimens tested: 6
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Ultimate strength: 3160.3 psi
Sample 1 Thickness: 0.266 in
Sample 1 Area: 0.1285 in^2
Sample 1 Ultimate Strength Actual: 406.1 lbs
Sample 1 percent elongation: 60.48 %
Sample 1 Time: no data
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1261 in^2
Sample 2 Ultimate strength : 3156.2 psi
Sample 2 Ultimate Strength Actual: 398 lbs
Sample 2 percent elongation: 61.63 %
Sample 2 Time: no data
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.264 in
Sample 3 Area: 0.1278 in^2
Sample 3 Ultimate strength: 3370.9 psi
Sample 3 Ultimate Strength Actual: 430.8 lbs
Sample 3 percent elongation: 65.54 %
Sample 3 Time: no data
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1272 in^2
Sample 4 Ultimate strength: 3269.7 psi
Sample 4 Ultimate Strength Actual: 415.9 lbs
Sample 4 percent elongation: 63.32 %
Sample 4 Time: no data
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.258 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate strength: 3303.9 psi
Sample 5 Ultimate Strength Actual: 411 lbs
Sample 5 percent elongation: 64.35 %
Sample 5 Time: no data
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate strength : 3220.1 psi
Sample 6 Ultimate Strength Actual: 393.5 lbs
Sample 6 percent elongation: 62.02 %
Sample 6 Time: no data
Ultimate Strength Average: 3247 psi
Percent Elongation Average: 63 %