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Testing Report for 2021-10-01-3-3

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

Project Information

DEA: 07332604
EFIS: 0716000287
Project ID: 215221
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R12.4/14.9
Work Description: REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location Description: THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gilbert Trujillo
Structure Rep.: Bernabe Contreras

Sample Information

DIME Sample ID: 2021-10-01-3
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: 10/1/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/1/2021
The quantity of what the sample constitutes: 34 Totes
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): 1359376
Batch number: 1359376
Mix number: 1359376

Test Information

DIME Test ID: 2021-10-01-3-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 10/15/2021
Verified Date: 10/15/2021
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 Based On Supplier Results
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 5
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Ultimate strength: 3311.3 psi
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1218 in^2
Sample 1 Ultimate Strength Actual: 403.316 lbs
Sample 1 percent elongation: 62.24 %
Sample 1 Time: no data
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate strength : 3354.9 psi
Sample 2 Ultimate Strength Actual: 415.001 lbs
Sample 2 percent elongation: 63.22 %
Sample 2 Time: no data
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.252 in
Sample 3 Area: 0.1227 in^2
Sample 3 Ultimate strength: 3549.4 psi
Sample 3 Ultimate Strength Actual: 435.511 lbs
Sample 3 percent elongation: 67.99 %
Sample 3 Time: no data
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate strength: 3500.4 psi
Sample 4 Ultimate Strength Actual: 424.599 lbs
Sample 4 percent elongation: 66.01 %
Sample 4 Time: no data
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1261 in^2
Sample 5 Ultimate strength: 3497.8 psi
Sample 5 Ultimate Strength Actual: 441.073 lbs
Sample 5 percent elongation: 66.28 %
Sample 5 Time: no data
Ultimate Strength Average: 3443 psi
Percent Elongation Average: 65 %