Summary for Test 2025-09-04-50-4

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 Date09/04/2025 Sample Unique Key50
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 testing09/08/2025
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 samplerQuality Control Manager Telephone number of sampler7076245467
Laboratory sample identification25-141 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number179KBP
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)AZ5H01073S
Batch numberAZ5H01073S Mix numberAZ5H01073S

Test Details

DIME Sample ID: 2025-09-04-50
DIME Test ID: 2025-09-04-50-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-18

Test Results


Number of specimens tested: 5
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: 0.482 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1219 in^2
Sample 1 Ultimate Strength Actual: 379 lbs
Sample 1 percent elongation: 70.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1193 in^2
Sample 2 Ultimate Strength Actual: 366 lbs
Sample 2 percent elongation: 67.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.24 in
Sample 3 Area: 0.1159 in^2
Sample 3 Ultimate Strength Actual: 359 lbs
Sample 3 percent elongation: 68.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1188 in^2
Sample 4 Ultimate Strength Actual: 333 lbs
Sample 4 percent elongation: 58.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1157 in^2
Sample 5 Ultimate Strength Actual: 365 lbs
Sample 5 percent elongation: 70 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3109.1 psi
Sample 2 Ultimate strength : 3067.9 psi
Sample 3 Ultimate strength: 3097.5 psi
Sample 4 Ultimate strength: 2803 psi
Sample 5 Ultimate strength: 3154.7 psi
Ultimate Strength Average: 3046 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 9/18/2025