Summary for Test 2026-04-06-18-4

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 Date04/06/2026 Sample Unique Key18
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 testing04/07/2026
Sample typeQuality Control A brief description of the sample1 gallon can / 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 identification26-011 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number207KBP
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)AZ6D00536T
Batch NumberAZ6D00536T Mix numberAZ6D00536T

Test Details

DIME Sample ID: 2026-04-06-18
DIME Test ID: 2026-04-06-18-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 04/10/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1258 in^2
Sample 1 Ultimate Strength Actual: 375 lbs
Sample 1 percent elongation: 62.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.271 in
Sample 2 Area: 0.1309 in^2
Sample 2 Ultimate Strength Actual: 430 lbs
Sample 2 percent elongation: 73 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.283 in
Sample 3 Area: 0.137 in^2
Sample 3 Ultimate Strength Actual: 408 lbs
Sample 3 percent elongation: 63.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1287 in^2
Sample 4 Ultimate Strength Actual: 437 lbs
Sample 4 percent elongation: 75.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.271 in
Sample 5 Area: 0.1309 in^2
Sample 5 Ultimate Strength Actual: 385 lbs
Sample 5 percent elongation: 57.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.263 in
Sample 6 Area: 0.1273 in^2
Sample 6 Ultimate Strength Actual: 373 lbs
Sample 6 percent elongation: 58.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2980.9 psi
Sample 2 Ultimate strength : 3285 psi
Sample 3 Ultimate strength: 2978.1 psi
Sample 4 Ultimate strength: 3395.5 psi
Sample 5 Ultimate strength: 2941.2 psi
Sample 6 Ultimate strength : 2930.1 psi
Ultimate Strength Average: 3085 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 4/17/2026