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Testing Report for 2020-08-21-11-4

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Project Information

DEA: 081K2204
EFIS: 0819000002
Project ID: 214851
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10,15-Various
Work Description: STRUCTURAL CONCRETE, APPROACH SLAB & POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY ON ROUTES 10 AND 15 AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kee Ooi
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-08-21-11
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: 8/21/2020
Date that the sample was received by the laboratory/organization performing the testing: 8/21/2020
The quantity of what the sample constitutes: 10 Tankers
A brief description of the sample: 1 Gallon
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): 1272848
Batch number: 1272848
Mix number: 1272848

Test Information

DIME Test ID: 2020-08-21-11-4
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: 0.481 in
Sample 1 Ultimate strength: 2715.2 psi
Sample 1 Thickness: 0.27 in
Sample 1 Area: 0.1299 in^2
Sample 1 Ultimate Strength Actual: 352.7 lbs
Sample 1 percent elongation: 40.3 %
Sample 1 Time: 2 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.268 in
Sample 2 Area: 0.1289 in^2
Sample 2 Ultimate strength : 2811.5 psi
Sample 2 Ultimate Strength Actual: 362.4 lbs
Sample 2 percent elongation: 49 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1275 in^2
Sample 3 Ultimate strength: 3065.1 psi
Sample 3 Ultimate Strength Actual: 390.8 lbs
Sample 3 percent elongation: 49.1 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1241 in^2
Sample 4 Ultimate strength: 3158.7 psi
Sample 4 Ultimate Strength Actual: 392 lbs
Sample 4 percent elongation: 42 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1253 in^2
Sample 5 Ultimate strength: 3182.8 psi
Sample 5 Ultimate Strength Actual: 398.8 lbs
Sample 5 percent elongation: 47.5 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1246 in^2
Sample 6 Ultimate strength : 3184.6 psi
Sample 6 Ultimate Strength Actual: 396.8 lbs
Sample 6 percent elongation: 43.7 %
Sample 6 Time: 3 MM:SS
Ultimate Strength Average: 3020 psi
Percent Elongation Average: 45 %