Summary for Test 2024-03-05-24-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994639
DEA: 032G5504
EFIS: 0321000238
DIST-CO-RTE-PM03-BUT,COL,GLE-5,32,99,149,162-VAR
Award Date06/13/2023
Closeout DateNot set
Work DescriptionPLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS.
Location DescriptionBUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date03/05/2024 Sample Unique Key24
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 testing03/06/2024
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes2 tankers 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 identification000040KBP Linked DIME Sample ID000040KBP
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)AZ4B00261
Batch numberAZ4B00261 Mix numberAZ4B00261

Test Details

DIME Sample ID: 2024-03-05-24
DIME Test ID: 2024-03-05-24-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/12/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1278 in^2
Sample 1 Ultimate Strength Actual: 387 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 397 lbs
Sample 2 percent elongation: 65.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.273 in
Sample 3 Area: 0.1324 in^2
Sample 3 Ultimate Strength Actual: 429 lbs
Sample 3 percent elongation: 69 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1307 in^2
Sample 4 Ultimate Strength Actual: 403 lbs
Sample 4 percent elongation: 64.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.27 in
Sample 5 Area: 0.1312 in^2
Sample 5 Ultimate Strength Actual: 422 lbs
Sample 5 percent elongation: 68.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1285 in^2
Sample 6 Ultimate Strength Actual: 402 lbs
Sample 6 percent elongation: 65.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3028.2 psi
Sample 2 Ultimate strength : 3130.9 psi
Sample 3 Ultimate strength: 3240.2 psi
Sample 4 Ultimate strength: 3083.4 psi
Sample 5 Ultimate strength: 3216.5 psi
Sample 6 Ultimate strength : 3128.4 psi
Ultimate Strength Average: 3138 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 3/29/2024