Summary for Test 2026-03-31-27-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 1000781
DEA: 040P9304
EFIS: 0418000027
DIST-CO-RTE-PM04-CC-80-7.6,12.8
Award Date03/19/2025
Closeout DateNot set
Work DescriptionBRIDGE RAILING, MVP, CURB & GUTTER, SIDEWALKS, & ELECTRICAL SYSTEMS.
Location DescriptionCONTRA COSTA COUNTY IN PINOLE AT APPIAN WAY OVERCROSSING AND NEAR HERCULES AT CUMMINGS SKYWAY OVERCROSSING.
QA Service Level1 (Verified on 12/27/2024)

Sample Information

Sample Taken Date03/31/2026 Sample Unique Key27
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 testing04/01/2026
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes34 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 sampler925-913-9199
Laboratory sample identification26-012 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers, Benicia Transportation Laboratory (TL) Number205KBP
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)AZ6C00485T
Batch NumberAZ6C00485T Mix numberAZ6C00485T

Test Details

DIME Sample ID: 2026-03-31-27
DIME Test ID: 2026-03-31-27-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-04-17

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 04/08/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1227 in^2
Sample 1 Ultimate Strength Actual: 365 lbs
Sample 1 percent elongation: 60.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1239 in^2
Sample 2 Ultimate Strength Actual: 384 lbs
Sample 2 percent elongation: 67.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1249 in^2
Sample 3 Ultimate Strength Actual: 407 lbs
Sample 3 percent elongation: 72.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1234 in^2
Sample 4 Ultimate Strength Actual: 396 lbs
Sample 4 percent elongation: 70.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1236 in^2
Sample 5 Ultimate Strength Actual: 377 lbs
Sample 5 percent elongation: 65.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1263 in^2
Sample 6 Ultimate Strength Actual: 394 lbs
Sample 6 percent elongation: 68.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2974.7 psi
Sample 2 Ultimate strength : 3099.3 psi
Sample 3 Ultimate strength: 3258.6 psi
Sample 4 Ultimate strength: 3209.1 psi
Sample 5 Ultimate strength: 3050.2 psi
Sample 6 Ultimate strength : 3119.6 psi
Ultimate Strength Average: 3119 psi
Percent Elongation Average: 67 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.

Test was verified on 4/17/2026