Summary for Test 2025-04-04-19-4

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 Date04/04/2025 Sample Unique Key19
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 testing04/04/2025
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 identification000155KBP Linked DIME Sample ID000155KBP
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)AZ5C00384S
Batch numberAZ5C00384S Mix numberAZ5C00384S

Test Details

DIME Sample ID: 2025-04-04-19
DIME Test ID: 2025-04-04-19-4
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-06-18

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 06/12/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.518 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1326 in^2
Sample 1 Ultimate Strength Actual: 338 lbs
Sample 1 percent elongation: 55 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.513 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1257 in^2
Sample 2 Ultimate Strength Actual: 343 lbs
Sample 2 percent elongation: 58 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.514 in
Sample 3 Thickness: 0.269 in
Sample 3 Area: 0.1383 in^2
Sample 3 Ultimate Strength Actual: 364 lbs
Sample 3 percent elongation: 52 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.515 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.1267 in^2
Sample 4 Ultimate Strength Actual: 347 lbs
Sample 4 percent elongation: 58 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.516 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.128 in^2
Sample 5 Ultimate Strength Actual: 344 lbs
Sample 5 percent elongation: 56 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.513 in
Sample 6 Thickness: 0.234 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 339 lbs
Sample 6 percent elongation: 58 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2549 psi
Sample 2 Ultimate strength : 2728.7 psi
Sample 3 Ultimate strength: 2632 psi
Sample 4 Ultimate strength: 2738.8 psi
Sample 5 Ultimate strength: 2687.5 psi
Sample 6 Ultimate strength : 2825 psi
Ultimate Strength Average: 2694 psi
Percent Elongation Average: 56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2025