Summary for Test 2022-06-15-78-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 994111
DEA: 061E2104
EFIS: 0621000226
DIST-CO-RTE-PM06-FRE-5-8.0
Award Date09/13/2022
Closeout Date08/23/2023
Work DescriptionREPLACE JOINT SEALS, PREPARE AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO COUNTY NEAR AVENAL AT ARROYO PASAJERO BRIDGE
QA Service Level1 (Verified on 07/14/2022)

Sample Information

Sample Taken Date06/15/2022 Sample Unique Key78
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 testing06/17/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes14 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 identification943755 Linked DIME Sample ID943755
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)1413785
Batch number1413785 Mix number1413785

Test Details

DIME Sample ID: 2022-06-15-78
DIME Test ID: 2022-06-15-78-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-12-01

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 12/01/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1205 in^2
Sample 1 Ultimate Strength Actual: 3003 lbs
Sample 1 percent elongation: 62.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 3091 lbs
Sample 2 percent elongation: 64.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 3074 lbs
Sample 3 percent elongation: 64.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 3156 lbs
Sample 4 percent elongation: 66.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 3053 lbs
Sample 5 percent elongation: 63.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.261 in
Sample 6 Area: 0.1271 in^2
Sample 6 Ultimate Strength Actual: 3145 lbs
Sample 6 percent elongation: 66.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 24921.2 psi
Sample 2 Ultimate strength : 24987.9 psi
Sample 3 Ultimate strength: 24750.4 psi
Sample 4 Ultimate strength: 25868.9 psi
Sample 5 Ultimate strength: 24443.6 psi
Sample 6 Ultimate strength : 24744.3 psi
Ultimate Strength Average: 24953 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier result

Test was verified on 12/1/2022