Summary for Test 2025-04-16-42-3

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 Key42
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 identification000156KBP 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)ET5D00489
Batch numberET5D00489 Mix numberET5D00489

Test Details

DIME Sample ID: 2025-04-16-42
DIME Test ID: 2025-04-16-42-3
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: 06/17/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.517 in
Sample 1 Thickness: 0.226 in
Sample 1 Area: 0.1168 in^2
Sample 1 Ultimate Strength Actual: 326 lbs
Sample 1 percent elongation: 49 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.515 in
Sample 2 Thickness: 0.22 in
Sample 2 Area: 0.1133 in^2
Sample 2 Ultimate Strength Actual: 339 lbs
Sample 2 percent elongation: 59 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.516 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1331 in^2
Sample 3 Ultimate Strength Actual: 361 lbs
Sample 3 percent elongation: 48 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.513 in
Sample 4 Thickness: 0.225 in
Sample 4 Area: 0.1154 in^2
Sample 4 Ultimate Strength Actual: 322 lbs
Sample 4 percent elongation: 53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.52 in
Sample 5 Thickness: 0.262 in
Sample 5 Area: 0.1362 in^2
Sample 5 Ultimate Strength Actual: 381 lbs
Sample 5 percent elongation: 56 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.519 in
Sample 6 Thickness: 0.239 in
Sample 6 Area: 0.124 in^2
Sample 6 Ultimate Strength Actual: 358 lbs
Sample 6 percent elongation: 55 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2791.1 psi
Sample 2 Ultimate strength : 2992.1 psi
Sample 3 Ultimate strength: 2712.2 psi
Sample 4 Ultimate strength: 2790.3 psi
Sample 5 Ultimate strength: 2797.4 psi
Sample 6 Ultimate strength : 2887.1 psi
Ultimate Strength Average: 2828 psi
Percent Elongation Average: 53 %
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Test was verified on 6/18/2025