Summary for Test 2025-09-25-46-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1001172
DEA: 033G2304
EFIS: 0323000248
DIST-CO-RTE-PM03-SAC-50,99-Var
Award Date06/19/2025
Closeout DateNot set
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionSACRAMENTO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/20/2025)

Sample Information

Sample Taken Date09/25/2025 Sample Unique Key46
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 testing09/26/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 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 identification25-152 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number189KBP
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)AZ5I01195
Batch numberAZ5I01195 Mix numberAZ5I01195

Test Details

DIME Sample ID: 2025-09-25-46
DIME Test ID: 2025-09-25-46-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-10-08

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 10/01/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1229 in^2
Sample 1 Ultimate Strength Actual: 350 lbs
Sample 1 percent elongation: 68.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1244 in^2
Sample 2 Ultimate Strength Actual: 375 lbs
Sample 2 percent elongation: 73.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1208 in^2
Sample 3 Ultimate Strength Actual: 375 lbs
Sample 3 percent elongation: 76 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1212 in^2
Sample 4 Ultimate Strength Actual: 356 lbs
Sample 4 percent elongation: 71.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 306 lbs
Sample 5 percent elongation: 54.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1244 in^2
Sample 6 Ultimate Strength Actual: 350 lbs
Sample 6 percent elongation: 67.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2847.8 psi
Sample 2 Ultimate strength : 3014.5 psi
Sample 3 Ultimate strength: 3104.3 psi
Sample 4 Ultimate strength: 2937.3 psi
Sample 5 Ultimate strength: 2554.3 psi
Sample 6 Ultimate strength : 2813.5 psi
Ultimate Strength Average: 2879 psi
Percent Elongation Average: 69 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 10/8/2025