Summary for Test 2023-07-20-29-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994549
DEA: 032G5204
EFIS: 0321000235
DIST-CO-RTE-PM03-NEV,PLA,SIE-20,49,80-VAR
Award Date05/22/2023
Closeout Date05/03/2024
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionNEVADA, PLACER AND SIERRA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/15/2023)

Sample Information

Sample Taken Date07/20/2023 Sample Unique Key29
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 testing07/21/2023
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes1 Tanker - 18 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 identification943817 Linked DIME Sample ID943817
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)1481849
Batch number1481849 Mix number1481849

Test Details

DIME Sample ID: 2023-07-20-29
DIME Test ID: 2023-07-20-29-3
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: 07/26/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1225 in^2
Sample 1 Ultimate Strength Actual: 1051 lbs
Sample 1 percent elongation: 19.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 1061 lbs
Sample 2 percent elongation: 16.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.259 in
Sample 3 Area: 0.1259 in^2
Sample 3 Ultimate Strength Actual: 1081 lbs
Sample 3 percent elongation: 16.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.275 in
Sample 4 Area: 0.1339 in^2
Sample 4 Ultimate Strength Actual: 1143 lbs
Sample 4 percent elongation: 15.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1257 in^2
Sample 5 Ultimate Strength Actual: 1073 lbs
Sample 5 percent elongation: 18.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1281 in^2
Sample 6 Ultimate Strength Actual: 1093 lbs
Sample 6 percent elongation: 15.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8579.6 psi
Sample 2 Ultimate strength : 8556.5 psi
Sample 3 Ultimate strength: 8586.2 psi
Sample 4 Ultimate strength: 8536.2 psi
Sample 5 Ultimate strength: 8536.2 psi
Sample 6 Ultimate strength : 8532.4 psi
Ultimate Strength Average: 8555 psi
Percent Elongation Average: 17 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.

Test was verified on 10/2/2023