Summary for Test 2025-03-12-6-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 212861
DEA: 101H2804
EFIS: 1017000190
DIST-CO-RTE-PM10-STA-5-10.7/25.5
Award Date02/06/2024
Closeout DateNot set
Work DescriptionBRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC.
Location DescriptionSTANISLAUS AND MERCED COUNTIES.
QA Service Level1 (Verified on 03/23/2020)

Sample Information

Sample Taken Date03/12/2025 Sample Unique Key6
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 testing03/14/2025
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 identification000154KBP Linked DIME Sample ID000154KBP
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) NumberSacramento Caltrans lab
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)AZ5B00278S
Batch numberAZ5B00278S Mix numberAZ5B00278S

Test Details

DIME Sample ID: 2025-03-12-6
DIME Test ID: 2025-03-12-6-3
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-04-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/11/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.522 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1274 in^2
Sample 1 Ultimate Strength Actual: 366 lbs
Sample 1 percent elongation: 65 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.519 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1272 in^2
Sample 2 Ultimate Strength Actual: 361 lbs
Sample 2 percent elongation: 62 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.503 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1227 in^2
Sample 3 Ultimate Strength Actual: 349 lbs
Sample 3 percent elongation: 62 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.505 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.1242 in^2
Sample 4 Ultimate Strength Actual: 365 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.514 in
Sample 5 Thickness: 0.243 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 354 lbs
Sample 5 percent elongation: 61 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.505 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1268 in^2
Sample 6 Ultimate Strength Actual: 363 lbs
Sample 6 percent elongation: 64 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2872.8 psi
Sample 2 Ultimate strength : 2838.1 psi
Sample 3 Ultimate strength: 2844.3 psi
Sample 4 Ultimate strength: 2938.8 psi
Sample 5 Ultimate strength: 2834.3 psi
Sample 6 Ultimate strength : 2862.8 psi
Ultimate Strength Average: 2865 psi
Percent Elongation Average: 63 %
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Test was verified on 4/29/2025