Summary for Test 2020-10-09-11-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214799 DEA: 031G4804 EFIS: 0318000240 |
---|---|
DIST-CO-RTE-PM | 03-NEV,PLA,SIE-49,80-VAR |
Award Date | 05/07/2020 |
Closeout Date | 09/23/2021 |
Work Description | REPLACE POLYESTER CONCRETE OVERLAY ON BRIDGES. |
Location Description | NEVADA, PLACER, AND SIERRA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
Sample Taken Date | 10/09/2020 | Sample Unique Key | 11 |
---|---|---|---|
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 testing | 10/09/2020 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1284119 |
---|---|---|---|
Batch number | 1284119 | Mix number | 1284119 |
Test Details
DIME Sample ID: 2020-10-09-11
DIME Test ID: 2020-10-09-11-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-18
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/18/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 842.3 lbs
Sample 1 percent elongation: 13.4 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 883.3 lbs
Sample 2 percent elongation: 19.4 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate Strength Actual: 840.4 lbs
Sample 3 percent elongation: 22.6 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1253 in^2
Sample 4 Ultimate Strength Actual: 870.3 lbs
Sample 4 percent elongation: 18.9 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1268 in^2
Sample 5 Ultimate Strength Actual: 892.6 lbs
Sample 5 percent elongation: 14.6 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 6921.1 psi
Sample 2 Ultimate strength : 6966.1 psi
Sample 3 Ultimate strength: 7015 psi
Sample 4 Ultimate strength: 6945.7 psi
Sample 5 Ultimate strength: 7039.4 psi
Ultimate Strength Average: 6977 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/18/2020 ✔