Summary for Test 2025-09-05-37-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994525
DEA: 031H9904
EFIS: 0317000043
DIST-CO-RTE-PM03-PLA,NEV-80-68.3/69.7,0.0/R2.7
Award Date11/07/2023
Closeout DateNot set
Work DescriptionRDWY EXC, PLACE HMA & JPCP, SLAB REPLACEMENT & POLYESTER CONC OVERLAY.
Location DescriptionPLACER AND NEVADA COUNTIES NEAR KINGVALE FROM 0.3 MILE WEST OF TROY UNDERCROSSING TO 0.2 MILE EAST OF SODA SPRINGS OVERCROSSING
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date09/05/2025 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing09/08/2025 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 Control Manager
Telephone number of sampler7076245467 Laboratory sample identification25-142
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number180KBP 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)ET5I01451
Batch NumberET5I01451 Mix numberET5I01451

Test Details

DIME Sample ID: 2025-09-05-37
DIME Test ID: 2025-09-05-37-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-19

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 09/10/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 388 lbs
Sample 1 percent elongation: 75.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1261 in^2
Sample 2 Ultimate Strength Actual: 383 lbs
Sample 2 percent elongation: 74.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.269 in
Sample 3 Area: 0.1302 in^2
Sample 3 Ultimate Strength Actual: 369 lbs
Sample 3 percent elongation: 70.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.265 in
Sample 4 Area: 0.1277 in^2
Sample 4 Ultimate Strength Actual: 404 lbs
Sample 4 percent elongation: 79.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 347 lbs
Sample 5 percent elongation: 69 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 374 lbs
Sample 6 percent elongation: 76.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3031.3 psi
Sample 2 Ultimate strength : 3037.3 psi
Sample 3 Ultimate strength: 2834.1 psi
Sample 4 Ultimate strength: 3163.7 psi
Sample 5 Ultimate strength: 2816.6 psi
Sample 6 Ultimate strength : 3035.7 psi
Ultimate Strength Average: 2986 psi
Percent Elongation Average: 74 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/19/2025 ✔