Summary for Test 2022-02-21-24-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215518
DEA: 074W7704
EFIS: 0719000274
DIST-CO-RTE-PM07-LA-60-R0.6/R29.4
Award Date04/14/2021
Closeout Date10/06/2022
Work DescriptionMETHATCRYLATE DECK, REPLACE JOINT SEAL, POLYESTER CONCRETE OVERLAY.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ROUTE 60/5 SEPARATION TO GAREY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date02/21/2022 Sample Unique Key24
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 testing02/22/2022
Sample typeQuality Control A brief description of the sample1 gallon can
The quantity of what the sample constitutes2 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 identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Polynt 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)1388915
Batch number1388915 Mix number1388915

Test Details

DIME Sample ID: 2022-02-21-24
DIME Test ID: 2022-02-21-24-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 05/11/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1169 in^2
Sample 1 Ultimate Strength Actual: 410 lbs
Sample 1 percent elongation: 59 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.235 in
Sample 2 Area: 0.1152 in^2
Sample 2 Ultimate Strength Actual: 409 lbs
Sample 2 percent elongation: 68 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1193 in^2
Sample 3 Ultimate Strength Actual: 403 lbs
Sample 3 percent elongation: 57 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.237 in
Sample 4 Area: 0.1159 in^2
Sample 4 Ultimate Strength Actual: 390 lbs
Sample 4 percent elongation: 54 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.246 in
Sample 5 Area: 0.1203 in^2
Sample 5 Ultimate Strength Actual: 384 lbs
Sample 5 percent elongation: 53 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 362 lbs
Sample 6 percent elongation: 52 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3507.3 psi
Sample 2 Ultimate strength : 3550.3 psi
Sample 3 Ultimate strength: 3378 psi
Sample 4 Ultimate strength: 3365 psi
Sample 5 Ultimate strength: 3192 psi
Sample 6 Ultimate strength : 2943.1 psi
Ultimate Strength Average: 3323 psi
Percent Elongation Average: 57 %
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Test was verified on 5/13/2022