Summary for Test 2022-04-12-29-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 993445
DEA: 101M3504
EFIS: 1020000181
DIST-CO-RTE-PM10-SJ-132-L0.7/5.8
Award Date03/03/2022
Closeout Date05/10/2023
Work DescriptionREPLACE APPROACH SLAB AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN JOAQUIN COUNTY NEAR VERNALIS AT VARIOUS LOCATIONS FROM ROUTE 132 EAST/580 SEPARATION TO ROUTE 132/33 SEPARATION AND OVERHEAD
QA Service Level1 (Verified on 12/13/2021)

Sample Information

Sample Taken Date04/12/2022 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 testing04/13/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes11 Tankers From where was the sample collectedSource
First name of sampler or witnessed byGilberto Last name of sampler or witnessed byGonzalez
Title of samplerQC Technician Telephone number of sampler7076245467
Laboratory sample identification943107 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt Transportation Laboratory (TL) Number943107
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypePolyester Mfg. Lot Number(s)1400038
Batch number1400038 Mix number1400038

Test Details

DIME Sample ID: 2022-04-12-29
DIME Test ID: 2022-04-12-29-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/10/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1296 in^2
Sample 1 Ultimate Strength Actual: 407 lbs
Sample 1 percent elongation: 28 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1235 in^2
Sample 2 Ultimate Strength Actual: 416 lbs
Sample 2 percent elongation: 30 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.243 in
Sample 3 Area: 0.1188 in^2
Sample 3 Ultimate Strength Actual: 418 lbs
Sample 3 percent elongation: 41 %
Sample 3 Time: 2 MM:SS
Sample 4 Width: 0.49 in
Sample 4 Thickness: 0.264 in
Sample 4 Area: 0.1294 in^2
Sample 4 Ultimate Strength Actual: 431 lbs
Sample 4 percent elongation: 48 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1299 in^2
Sample 5 Ultimate Strength Actual: 453 lbs
Sample 5 percent elongation: 24 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1276 in^2
Sample 6 Ultimate Strength Actual: 433 lbs
Sample 6 percent elongation: 38 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3140.4 psi
Sample 2 Ultimate strength : 3368.4 psi
Sample 3 Ultimate strength: 3518.5 psi
Sample 4 Ultimate strength: 3330.8 psi
Sample 5 Ultimate strength: 3487.3 psi
Sample 6 Ultimate strength : 3393.4 psi
Ultimate Strength Average: 3373 psi
Percent Elongation Average: 35 %
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Test was verified on 5/13/2022