Summary for Test 2021-08-03-10-4

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215444
DEA: 081H9314
EFIS: 0818000104
DIST-CO-RTE-PM08-SBD,RIV-71-R0.0/R8.5,R0.0/R2.9
Award Date03/02/2021
Closeout Date01/18/2022
Work DescriptionSLAB REPLACEMENT (RSC) AND FURNISHED POLYESTER CONCRETE OVERLAY.
Location DescriptionSAN BERNARDINO AND RIVERSIDE COUNTIES IN AND NEAR CHINO AND CHINO HILLS FROM LOS ANGELES COUNTY LINE TO 0.2 MILE SOUTH OF SANTA ANA RIVER BRIDGE
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date08/03/2021 Sample Unique Key10
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 testing08/03/2021
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 byDaniel Last name of sampler or witnessed byTikusis
Title of samplerTechnical Director Telephone number of sampler707-330-9227
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwik Bond Polymers and Reichhold 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)1350272
Batch number1350272 Mix number1350272

Test Details

DIME Sample ID: 2021-08-03-10
DIME Test ID: 2021-08-03-10-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-08-26

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 08/24/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1223 in^2
Sample 1 Ultimate Strength Actual: 353.6 lbs
Sample 1 percent elongation: 55.2 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.241 in
Sample 2 Area: 0.1186 in^2
Sample 2 Ultimate Strength Actual: 358.3 lbs
Sample 2 percent elongation: 62.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.12 in^2
Sample 3 Ultimate Strength Actual: 341.4 lbs
Sample 3 percent elongation: 52.2 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.237 in
Sample 4 Area: 0.1164 in^2
Sample 4 Ultimate Strength Actual: 345.3 lbs
Sample 4 percent elongation: 54.6 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.241 in
Sample 5 Area: 0.1183 in^2
Sample 5 Ultimate Strength Actual: 353.6 lbs
Sample 5 percent elongation: 55.2 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.24 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 354.8 lbs
Sample 6 percent elongation: 53.4 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2891.3 psi
Sample 2 Ultimate strength : 3021.1 psi
Sample 3 Ultimate strength: 2845 psi
Sample 4 Ultimate strength: 2966.5 psi
Sample 5 Ultimate strength: 2989 psi
Sample 6 Ultimate strength : 3004.2 psi
Ultimate Strength Average:2953 psi
Percent Elongation Average:55 %
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Test was verified on 8/26/2021