Summary for Test 2024-03-07-23-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date03/07/2024 Sample Unique Key23
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 testing03/08/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes18 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 sampler17076245467
Laboratory sample identification000043KBP Linked DIME Sample ID000043KBP
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

Material Information

Material TypePolyester Mfg. Lot Number(s)AZ4B00250T
Batch numberAZ4B00250T Mix numberAZ4B00250T

Test Details

DIME Sample ID: 2024-03-07-23
DIME Test ID: 2024-03-07-23-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/14/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1239 in^2
Sample 1 Ultimate Strength Actual: 407.87 lbs
Sample 1 percent elongation: 57.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1254 in^2
Sample 2 Ultimate Strength Actual: 407.8 lbs
Sample 2 percent elongation: 65 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1292 in^2
Sample 3 Ultimate Strength Actual: 418.48 lbs
Sample 3 percent elongation: 55.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1287 in^2
Sample 4 Ultimate Strength Actual: 446.3 lbs
Sample 4 percent elongation: 73.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 412.46 lbs
Sample 5 percent elongation: 69.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.265 in
Sample 6 Area: 0.1283 in^2
Sample 6 Ultimate Strength Actual: 419.54 lbs
Sample 6 percent elongation: 41 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3291.9 psi
Sample 2 Ultimate strength : 3252 psi
Sample 3 Ultimate strength: 3239 psi
Sample 4 Ultimate strength: 3467.8 psi
Sample 5 Ultimate strength: 3329 psi
Sample 6 Ultimate strength : 3270 psi
Ultimate Strength Average: 3308 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results

Test was verified on 5/13/2024