Summary for Test 2026-05-29-56-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001617
DEA: 07360604
EFIS: 0719000275
DIST-CO-RTE-PM07-LA-101,210-Var
Award DateNot set
Closeout DateNot set
Work DescriptionREMOVE AND PLACE APPROACH SLABS, AND PLACE POLYESTER CONCRETE.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/17/2025)

Sample Information

Sample Taken Date05/29/2026 Sample Unique Key56
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/01/2026
Sample typeQuality Control A brief description of the sample1-gallon PPC 1121 Resin
The quantity of what the sample constitutes34 Totes From where was the sample collectedSource
First name of sampler or witnessed byGILBERTO Last name of sampler or witnessed byGONZALEZ
Title of samplerQuality Control Manager Telephone number of sampler925-913-9199
Laboratory sample identification26-023 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number000219KBP
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ6E00898T
Batch NumberAZ6E00898T Mix numberAZ6E00898T

Test Details

DIME Sample ID: 2026-05-29-56
DIME Test ID: 2026-05-29-56-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-06-26

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 06/11/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.498 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 386 lbs
Sample 1 percent elongation: 49.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1232 in^2
Sample 2 Ultimate Strength Actual: 415 lbs
Sample 2 percent elongation: 69.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.1313 in^2
Sample 3 Ultimate Strength Actual: 434 lbs
Sample 3 percent elongation: 69.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.263 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 413 lbs
Sample 4 percent elongation: 67 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 405 lbs
Sample 5 percent elongation: 66 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1234 in^2
Sample 6 Ultimate Strength Actual: 401 lbs
Sample 6 percent elongation: 65.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3015.6 psi
Sample 2 Ultimate strength : 3368.5 psi
Sample 3 Ultimate strength: 3305.4 psi
Sample 4 Ultimate strength: 3257.1 psi
Sample 5 Ultimate strength: 3287.3 psi
Sample 6 Ultimate strength : 3249.6 psi
Ultimate Strength Average: 3247 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 6/26/2026