Summary for Test 2026-05-13-40-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1002200
DEA: 061G1904
EFIS: 0623000160
DIST-CO-RTE-PM06-KER-58,65,99,178-Var
Award DateNot set
Closeout DateNot set
Work DescriptionFurnish and place polyester concrete overlay
Location DescriptionConstruction on State Highway in Kern County at various locations.
QA Service Level1 (Verified on 05/08/2026)

Sample Information

Sample Taken Date05/13/2026 Sample Unique Key40
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 testing05/14/2026
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 samplerQAULITY CONTROL MANAGER Telephone number of sampler925-913-9199
Laboratory sample identification26-021 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number216KBP
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)AZ6D00726S
Batch NumberAZ6D00726S Mix numberAZ6D00726S

Test Details

DIME Sample ID: 2026-05-13-40
DIME Test ID: 2026-05-13-40-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-05-21

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 05/19/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1239 in^2
Sample 1 Ultimate Strength Actual: 370 lbs
Sample 1 percent elongation: 68 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1195 in^2
Sample 2 Ultimate Strength Actual: 355 lbs
Sample 2 percent elongation: 66.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 382 lbs
Sample 3 percent elongation: 72.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1181 in^2
Sample 4 Ultimate Strength Actual: 359 lbs
Sample 4 percent elongation: 68.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.244 in
Sample 5 Area: 0.1181 in^2
Sample 5 Ultimate Strength Actual: 332 lbs
Sample 5 percent elongation: 53.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1217 in^2
Sample 6 Ultimate Strength Actual: 348 lbs
Sample 6 percent elongation: 61.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2986.3 psi
Sample 2 Ultimate strength : 2970.7 psi
Sample 3 Ultimate strength: 3188.6 psi
Sample 4 Ultimate strength: 3039.8 psi
Sample 5 Ultimate strength: 2811.2 psi
Sample 6 Ultimate strength : 2859.5 psi
Ultimate Strength Average: 2976 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 5/21/2026