Summary for Test 2026-07-20-37-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1002347
DEA: 043Y6004
EFIS: 0423000265
DIST-CO-RTE-PM04-SCL-680-M1.1/M7.0
Award DateNot set
Closeout DateNot set
Work DescriptionPolyester Concrete Overlay & Bridge Deck Repair - Route 680 Bridges
Location DescriptionSanta Clara Co, San Jose & Milpitas, Rte 680 PM M0.9/M7.2 (Br 37-0287/0288/0293/0301/0373)
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/20/2026 Sample Unique Key37
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 testing07/22/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes76 Drums 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 sampler925-913-9199
Laboratory sample identification000220KBP 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)H06G01308
Batch NumberH06G01308 Mix numberH06G01308

Test Details

DIME Sample ID: 2026-07-20-37
DIME Test ID: 2026-07-20-37-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-08-06

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/31/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.128 in^2
Sample 1 Ultimate Strength Actual: 372 lbs
Sample 1 percent elongation: 67.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.265 in
Sample 2 Area: 0.128 in^2
Sample 2 Ultimate Strength Actual: 378 lbs
Sample 2 percent elongation: 68.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1241 in^2
Sample 3 Ultimate Strength Actual: 366 lbs
Sample 3 percent elongation: 67.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.263 in
Sample 4 Area: 0.127 in^2
Sample 4 Ultimate Strength Actual: 394 lbs
Sample 4 percent elongation: 72.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 71.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.279 in
Sample 6 Area: 0.1348 in^2
Sample 6 Ultimate Strength Actual: 407 lbs
Sample 6 percent elongation: 71.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2906.3 psi
Sample 2 Ultimate strength : 2953.1 psi
Sample 3 Ultimate strength: 2949.2 psi
Sample 4 Ultimate strength: 3102.4 psi
Sample 5 Ultimate strength: 3098.4 psi
Sample 6 Ultimate strength : 3019.3 psi
Ultimate Strength Average: 3005 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 8/6/2026