Summary for Test 2021-08-12-8-3

Test performed: ASTM D638-Dec14

Project Information

Project IdentifiersProject ID: 215495
DEA: 081K7304
EFIS: 0819000098
DIST-CO-RTE-PM08-RIV-60,215-R0.4/15.9,R28.0/42.6
Award Date04/02/2021
Closeout Date01/18/2022
Work DescriptionPLACE AND FURNISH POLYESTER CONCRETE OVERLAY.
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date08/12/2021 Sample Unique Key8
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 testing08/12/2021
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 sampler7073309227
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)1353334
Batch number1353334 Mix number1353334

Test Details

DIME Sample ID: 2021-08-12-8
DIME Test ID: 2021-08-12-8-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-29

Test Results


Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1159 in^2
Sample 1 Ultimate Strength Actual: 405.221 lbs
Sample 1 percent elongation: 56.26 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.234 in
Sample 2 Area: 0.1135 in^2
Sample 2 Ultimate Strength Actual: 394.072 lbs
Sample 2 percent elongation: 59.08 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.238 in
Sample 3 Area: 0.1157 in^2
Sample 3 Ultimate Strength Actual: 399.42 lbs
Sample 3 percent elongation: 58.94 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.242 in
Sample 4 Area: 0.1174 in^2
Sample 4 Ultimate Strength Actual: 421.607 lbs
Sample 4 percent elongation: 62.06 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.121 in^2
Sample 5 Ultimate Strength Actual: 424.032 lbs
Sample 5 percent elongation: 61.84 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.1196 in^2
Sample 6 Ultimate Strength Actual: 419.94 lbs
Sample 6 percent elongation: 62.12 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3496.3 psi
Sample 2 Ultimate strength : 3472 psi
Sample 3 Ultimate strength: 3452.2 psi
Sample 4 Ultimate strength: 3591.2 psi
Sample 5 Ultimate strength: 3504.4 psi
Sample 6 Ultimate strength : 3511.2 psi
Ultimate Strength Average:3505 psi
Percent Elongation Average:60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Vendor Results.

Test was verified on 9/29/2021