Summary for Test 2026-05-27-43-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000561
DEA: 010J8904
EFIS: 0119000119
DIST-CO-RTE-PM01-HUM-36-3.9/6.0
Award Date12/06/2024
Closeout DateNot set
Work DescriptionHOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location DescriptionHUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
QA Service Level1 (Verified on 09/23/2024)

Sample Information

Sample Taken Date05/27/2026 Sample Unique Key43
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 testing06/01/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes18 totes 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 identification26-025 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number218KBP
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)AZ6E00847T
Batch NumberAZ6E00847T Mix numberAZ6E00847T

Test Details

DIME Sample ID: 2026-05-27-43
DIME Test ID: 2026-05-27-43-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-06-26

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 06/04/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1246 in^2
Sample 1 Ultimate Strength Actual: 415 lbs
Sample 1 percent elongation: 75.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1246 in^2
Sample 2 Ultimate Strength Actual: 383 lbs
Sample 2 percent elongation: 68.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1263 in^2
Sample 3 Ultimate Strength Actual: 422 lbs
Sample 3 percent elongation: 76.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.256 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 381 lbs
Sample 4 percent elongation: 68.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 421 lbs
Sample 5 percent elongation: 75.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1236 in^2
Sample 6 Ultimate Strength Actual: 392 lbs
Sample 6 percent elongation: 71 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3330.7 psi
Sample 2 Ultimate strength : 3073.8 psi
Sample 3 Ultimate strength: 3341.3 psi
Sample 4 Ultimate strength: 3075.1 psi
Sample 5 Ultimate strength: 3384.2 psi
Sample 6 Ultimate strength : 3171.5 psi
Ultimate Strength Average: 3229 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 6/26/2026