Summary for Test 2026-04-21-49-2

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1002057
DEA: 120V2404
EFIS: 1224000109
DIST-CO-RTE-PM12-ORA-405-3.9/23.3
Award DateNot set
Closeout DateNot set
Work DescriptionApply methacrylate, polyester concrete overlay, and deck spall repair.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM UNIVERSITY DRIVE OVERCROSSING TO N405-W22 CONNECTOR SEPARATION
QA Service Level1 (Verified on 04/02/2026)

Sample Information

Sample Taken Date04/21/2026 Sample Unique Key49
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 testing04/24/2026
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 identification26-020 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number211KBP
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)AZ6D00630T
Batch NumberAZ6D00630T Mix numberAZ6D00630T

Test Details

DIME Sample ID: 2026-04-21-49
DIME Test ID: 2026-04-21-49-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-05-15

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 04/29/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 422 lbs
Sample 1 percent elongation: 68.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1198 in^2
Sample 2 Ultimate Strength Actual: 434 lbs
Sample 2 percent elongation: 71.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1174 in^2
Sample 3 Ultimate Strength Actual: 430 lbs
Sample 3 percent elongation: 71.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1241 in^2
Sample 4 Ultimate Strength Actual: 429 lbs
Sample 4 percent elongation: 61.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1217 in^2
Sample 5 Ultimate Strength Actual: 465 lbs
Sample 5 percent elongation: 75.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1208 in^2
Sample 6 Ultimate Strength Actual: 452 lbs
Sample 6 percent elongation: 73.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3473.3 psi
Sample 2 Ultimate strength : 3622.7 psi
Sample 3 Ultimate strength: 3662.7 psi
Sample 4 Ultimate strength: 3456.9 psi
Sample 5 Ultimate strength: 3820.9 psi
Sample 6 Ultimate strength : 3741.7 psi
Ultimate Strength Average: 3630 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 5/15/2026