Summary for Test 2023-07-12-37-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994573
DEA: 043Q5604
EFIS: 0419000224
DIST-CO-RTE-PM04-NAP-29,121-VAR
Award Date05/25/2023
Closeout Date10/09/2024
Work DescriptionPlace polyester concrete overlay and treat bridge deck.
Location DescriptionNAPA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date07/12/2023 Sample Unique Key37
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 testing07/13/2023
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 identification943813 Linked DIME Sample ID943813
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)1480713
Batch Number1480713 Mix number1480713

Test Details

DIME Sample ID: 2023-07-12-37
DIME Test ID: 2023-07-12-37-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-10-02

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/14/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 404 lbs
Sample 1 percent elongation: 64.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 395 lbs
Sample 2 percent elongation: 57.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1279 in^2
Sample 3 Ultimate Strength Actual: 405.3 lbs
Sample 3 percent elongation: 60.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.256 in
Sample 4 Area: 0.1249 in^2
Sample 4 Ultimate Strength Actual: 482.3 lbs
Sample 4 percent elongation: 75.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1286 in^2
Sample 5 Ultimate Strength Actual: 438.1 lbs
Sample 5 percent elongation: 67 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.27 in
Sample 6 Area: 0.1318 in^2
Sample 6 Ultimate Strength Actual: 442.2 lbs
Sample 6 percent elongation: 66.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3306.1 psi
Sample 2 Ultimate strength : 3155 psi
Sample 3 Ultimate strength: 3168.9 psi
Sample 4 Ultimate strength: 3861.5 psi
Sample 5 Ultimate strength: 3406.7 psi
Sample 6 Ultimate strength : 3355.1 psi
Ultimate Strength Average: 3376 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/2/2023