Summary for Test 2026-03-19-52-3

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 Date03/19/2026 Sample Unique Key52
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 testing03/24/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes10 Tankers 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 identification26-008 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number203KBP
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)AZ6C00396S
Batch NumberAZ6C00396S Mix numberAZ6C00396S

Test Details

DIME Sample ID: 2026-03-19-52
DIME Test ID: 2026-03-19-52-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-09

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 03/27/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.127 in^2
Sample 1 Ultimate Strength Actual: 428 lbs
Sample 1 percent elongation: 75.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.262 in
Sample 2 Area: 0.1265 in^2
Sample 2 Ultimate Strength Actual: 442 lbs
Sample 2 percent elongation: 78.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1241 in^2
Sample 3 Ultimate Strength Actual: 442 lbs
Sample 3 percent elongation: 79.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1275 in^2
Sample 4 Ultimate Strength Actual: 373 lbs
Sample 4 percent elongation: 62.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.273 in
Sample 5 Area: 0.1319 in^2
Sample 5 Ultimate Strength Actual: 449 lbs
Sample 5 percent elongation: 77 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate Strength Actual: 374 lbs
Sample 6 percent elongation: 67.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3370.1 psi
Sample 2 Ultimate strength : 3494.1 psi
Sample 3 Ultimate strength: 3561.6 psi
Sample 4 Ultimate strength: 2925.5 psi
Sample 5 Ultimate strength: 3404.1 psi
Sample 6 Ultimate strength : 3060.6 psi
Ultimate Strength Average: 3303 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 4/9/2026