Summary for Test 2023-11-07-79-3

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 Date11/07/2023 Sample Unique Key79
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 testing11/08/2023
Sample typeQuality Control A brief description of the sample1 gallon can / PPC 1121 RESIN
The quantity of what the sample constitutes4 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 identification000034KBP Linked DIME Sample ID000034KBP
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)AZ3J00119
Batch numberAZ3J00119 Mix numberAZ3J00119

Test Details

DIME Sample ID: 2023-11-07-79
DIME Test ID: 2023-11-07-79-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-21

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 11/13/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.247 in
Sample 1 Area: 0.1198 in^2
Sample 1 Ultimate Strength Actual: 385 lbs
Sample 1 percent elongation: 65.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 391 lbs
Sample 2 percent elongation: 68.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 375 lbs
Sample 3 percent elongation: 60.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 372 lbs
Sample 4 percent elongation: 60.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 50.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 400 lbs
Sample 6 percent elongation: 71.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3213.7 psi
Sample 2 Ultimate strength : 3283 psi
Sample 3 Ultimate strength: 3112 psi
Sample 4 Ultimate strength: 3105.2 psi
Sample 5 Ultimate strength: 3098.4 psi
Sample 6 Ultimate strength : 3387 psi
Ultimate Strength Average: 3200 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on vendor's results.

Test was verified on 3/21/2024