Summary for Test 2025-07-31-36-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001127
DEA: 112N2064
EFIS: 1123000285
DIST-CO-RTE-PM11-SD-94-1.6/R13.3
Award Date06/03/2025
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE, METHACRYLATE, JOINT SEALS AND APPROACH SLABS.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 22ND STREET OVERCROSSING TO AVOCADO BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 06/02/2025)

Sample Information

Sample Taken Date07/31/2025 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing08/18/2025 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 sampler7076245467 Laboratory sample identification25-130
Linked DIME Sample ID The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia
Transportation Laboratory (TL) Number000173KBP 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)AZ5G00935T
Batch NumberAZ5G00935T Mix numberAZ5G00935T

Test Details

DIME Sample ID: 2025-07-31-36
DIME Test ID: 2025-07-31-36-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-08-20

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 08/11/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1236 in^2
Sample 1 Ultimate Strength Actual: 359 lbs
Sample 1 percent elongation: 69.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1256 in^2
Sample 2 Ultimate Strength Actual: 355 lbs
Sample 2 percent elongation: 67.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1249 in^2
Sample 3 Ultimate Strength Actual: 363 lbs
Sample 3 percent elongation: 71.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1193 in^2
Sample 4 Ultimate Strength Actual: 340 lbs
Sample 4 percent elongation: 67.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1229 in^2
Sample 5 Ultimate Strength Actual: 356 lbs
Sample 5 percent elongation: 71.3 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2904.5 psi
Sample 2 Ultimate strength : 2826.4 psi
Sample 3 Ultimate strength: 2906.3 psi
Sample 4 Ultimate strength: 2850 psi
Sample 5 Ultimate strength: 2896.7 psi
Ultimate Strength Average: 2877 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results. Results based on 5 samples.

Test was verified on 8/20/2025 ✔