Summary for Test 2025-04-16-43-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000189
DEA: 112N1714
EFIS: 1122000284
DIST-CO-RTE-PM11-SD-805-0.5/14.6
Award Date06/28/2024
Closeout DateNot set
Work DescriptionMETHACRYLATE REPLACE APPROACH SLABS, JOINT SEALS AND CONCRETE OVERLAY.
Location DescriptionSAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM SOUTH ROUTE 805/5 SEPARATION TO ROUTE 805/15 SEPARATION
QA Service Level1 (Verified on 06/11/2024)

Sample Information

Sample Taken Date04/16/2025 Sample Unique Key43
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 testing04/17/2025
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes17 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 identification000157KBP Linked DIME Sample ID
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)ET5D00490
Batch numberET5D00490 Mix numberET5D00490

Test Details

DIME Sample ID: 2025-04-16-43
DIME Test ID: 2025-04-16-43-4
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: 0.516 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1321 in^2
Sample 1 Ultimate Strength Actual: 346 lbs
Sample 1 percent elongation: 56 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.516 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1295 in^2
Sample 2 Ultimate Strength Actual: 344 lbs
Sample 2 percent elongation: 54 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.513 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1313 in^2
Sample 3 Ultimate Strength Actual: 341 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.513 in
Sample 4 Thickness: 0.239 in
Sample 4 Area: 0.1226 in^2
Sample 4 Ultimate Strength Actual: 344 lbs
Sample 4 percent elongation: 58 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.518 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1274 in^2
Sample 5 Ultimate Strength Actual: 353 lbs
Sample 5 percent elongation: 56 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.513 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1334 in^2
Sample 6 Ultimate Strength Actual: 340 lbs
Sample 6 percent elongation: 56 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2619.2 psi
Sample 2 Ultimate strength : 2656.4 psi
Sample 3 Ultimate strength: 2597.1 psi
Sample 4 Ultimate strength: 2805.9 psi
Sample 5 Ultimate strength: 2770.8 psi
Sample 6 Ultimate strength : 2548.7 psi
Ultimate Strength Average: 2666 psi
Percent Elongation Average: 56 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/18/2025