Summary for Test 2023-03-28-28-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993716
DEA: 010K6104
EFIS: 0120000123
DIST-CO-RTE-PM01-HUM-101-var
Award Date06/13/2022
Closeout Date09/21/2023
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY; PLACE HMA.
Location DescriptionHUMBOLDT COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/19/2022)

Sample Information

Sample Taken Date03/28/2023 Sample Unique Key28
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 testing03/30/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes36 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 identification943769 Linked DIME Sample ID943769
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)1463926
Batch number1463926 Mix number1463926

Test Details

DIME Sample ID: 2023-03-28-28
DIME Test ID: 2023-03-28-28-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-14

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/05/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1215 in^2
Sample 1 Ultimate Strength Actual: 394.4 lbs
Sample 1 percent elongation: 56.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1218 in^2
Sample 2 Ultimate Strength Actual: 400.8 lbs
Sample 2 percent elongation: 58.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1222 in^2
Sample 3 Ultimate Strength Actual: 399.3 lbs
Sample 3 percent elongation: 53.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 403.6 lbs
Sample 4 percent elongation: 58.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1271 in^2
Sample 5 Ultimate Strength Actual: 410.4 lbs
Sample 5 percent elongation: 55.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1273 in^2
Sample 6 Ultimate Strength Actual: 414.4 lbs
Sample 6 percent elongation: 57.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3246.1 psi
Sample 2 Ultimate strength : 3290.6 psi
Sample 3 Ultimate strength: 3267.6 psi
Sample 4 Ultimate strength: 3244.4 psi
Sample 5 Ultimate strength: 3229 psi
Sample 6 Ultimate strength : 3255.3 psi
Ultimate Strength Average: 3256 psi
Percent Elongation Average: 57 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.

Test was verified on 7/14/2023