Summary for Test 2026-09-29-38-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001005
DEA: 112N2304
EFIS: 1124000188
DIST-CO-RTE-PM11-IMP-86-4.5/L8.5,20.4/R21.9
Award Date05/02/2025
Closeout DateNot set
Work DescriptionMICRO-SURFACING, PAVEMENT MARKING, RUMBLE STRIP, AND SHOULDER BACKING.
Location DescriptionIMPERIAL COUNTY IN AND NEAR EL CENTRO AND BRAWLEY FROM MCCABE ROAD TO IMPERIAL AVENUE AND FROM I STREET TO 0.3 MILE NORTH OF NEW RIVER BRIDGE
QA Service Level1 (Verified on 05/28/2025)

Sample Information

Sample Taken Date09/29/2026 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing09/25/2026 Sample typeQuality Control
A brief description of the sample1 gallon can / PPC 1121 RESIN The quantity of what the sample constitutes17 totes
From where was the sample collectedSource First name of sampler or witnessed byGILBERTO
Last name of sampler or witnessed byGONZALEZ Title of samplerQuality Manager
Telephone number of sampler(925) 913-9199 Laboratory sample identification26-038
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number230KBP 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)H06I01777
Batch NumberH06I0777 Mix numberH06I0777

Test Details

DIME Sample ID: 2026-09-29-38
DIME Test ID: 2026-09-29-38-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-10-08

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/30/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1278 in^2
Sample 1 Ultimate Strength Actual: 418 lbs
Sample 1 percent elongation: 74 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1254 in^2
Sample 2 Ultimate Strength Actual: 399 lbs
Sample 2 percent elongation: 71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1271 in^2
Sample 3 Ultimate Strength Actual: 376 lbs
Sample 3 percent elongation: 64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1266 in^2
Sample 4 Ultimate Strength Actual: 422 lbs
Sample 4 percent elongation: 75 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.485 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1256 in^2
Sample 5 Ultimate Strength Actual: 403 lbs
Sample 5 percent elongation: 72 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1287 in^2
Sample 6 Ultimate Strength Actual: 381 lbs
Sample 6 percent elongation: 66 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3270.7 psi
Sample 2 Ultimate strength : 3181.8 psi
Sample 3 Ultimate strength: 2958.3 psi
Sample 4 Ultimate strength: 3333.3 psi
Sample 5 Ultimate strength: 3208.6 psi
Sample 6 Ultimate strength : 2960.4 psi
Ultimate Strength Average: 3152 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 10/8/2026 ✔