Summary for Test 2021-08-09-9-4

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 Date08/09/2021 Sample Unique Key9
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 testing08/09/2021
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 sampler510-570-5540
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)1350314
Batch number1350314 Mix number1350314

Test Details

DIME Sample ID: 2021-08-09-9
DIME Test ID: 2021-08-09-9-4
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: 0.479 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1265 in^2
Sample 1 Ultimate Strength Actual: 374.1 lbs
Sample 1 percent elongation: 57.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.479 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1183 in^2
Sample 2 Ultimate Strength Actual: 333.7 lbs
Sample 2 percent elongation: 37.7 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.479 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1231 in^2
Sample 3 Ultimate Strength Actual: 379.7 lbs
Sample 3 percent elongation: 60.1 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.48 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1171 in^2
Sample 4 Ultimate Strength Actual: 354.5 lbs
Sample 4 percent elongation: 51.2 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1152 in^2
Sample 5 Ultimate Strength Actual: 345.2 lbs
Sample 5 percent elongation: 49.2 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.48 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1277 in^2
Sample 6 Ultimate Strength Actual: 371.2 lbs
Sample 6 percent elongation: 43.8 %
Sample 6 Time: 2 MM:SS
Sample 1 Ultimate strength: 2957.3 psi
Sample 2 Ultimate strength : 2820.8 psi
Sample 3 Ultimate strength: 3084.5 psi
Sample 4 Ultimate strength: 3027.3 psi
Sample 5 Ultimate strength: 2996.5 psi
Sample 6 Ultimate strength : 2906.8 psi
Ultimate Strength Average:2966 psi
Percent Elongation Average:50 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/26/2021