Summary for Test 2026-02-10-20-5

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000403
DEA: 120K91U4
EFIS: 1222000031
DIST-CO-RTE-PM12-ORA-91-R9.2/R11.4
Award Date01/03/2025
Closeout DateNot set
Work DescriptionCONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
QA Service Level1 (Verified on 08/19/2024)

Sample Information

Sample Taken Date02/10/2026 Sample Unique Key20
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 testing02/11/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes80 drums 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 identification26-004 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number199KBP
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)AZ6B00194D
Batch NumberAZ6B00194D Mix numberAZ6B00194D

Test Details

DIME Sample ID: 2026-02-10-20
DIME Test ID: 2026-02-10-20-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-02-26

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 02/19/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1273 in^2
Sample 1 Ultimate Strength Actual: 384 lbs
Sample 1 percent elongation: 68.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.266 in
Sample 2 Area: 0.1287 in^2
Sample 2 Ultimate Strength Actual: 420 lbs
Sample 2 percent elongation: 75.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.271 in
Sample 3 Area: 0.1312 in^2
Sample 3 Ultimate Strength Actual: 446 lbs
Sample 3 percent elongation: 78.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1302 in^2
Sample 4 Ultimate Strength Actual: 416 lbs
Sample 4 percent elongation: 73.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.277 in
Sample 5 Area: 0.1335 in^2
Sample 5 Ultimate Strength Actual: 426 lbs
Sample 5 percent elongation: 73.1 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3016.5 psi
Sample 2 Ultimate strength : 3263.4 psi
Sample 3 Ultimate strength: 3399.4 psi
Sample 4 Ultimate strength: 3195.1 psi
Sample 5 Ultimate strength: 3191 psi
Ultimate Strength Average: 3213 psi
Percent Elongation Average: 74 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results.

Test was verified on 2/26/2026