Summary for Test 2020-09-25-19-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214799 DEA: 031G4804 EFIS: 0318000240 |
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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 | 09/25/2020 | Sample Unique Key | 19 |
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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 | 09/25/2020 |
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 | 17073309227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | 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) | 1271784 |
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Batch number | 1271784 | Mix number | 1271784 |
Test Details
DIME Sample ID: 2020-09-25-19
DIME Test ID: 2020-09-25-19-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-11-04
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 11/04/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1198 in^2
Sample 1 Ultimate Strength Actual: 800.5 lbs
Sample 1 percent elongation: 18.6 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.1183 in^2
Sample 2 Ultimate Strength Actual: 792.5 lbs
Sample 2 percent elongation: 21.1 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 802.3 lbs
Sample 3 percent elongation: 15.9 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1207 in^2
Sample 4 Ultimate Strength Actual: 817.9 lbs
Sample 4 percent elongation: 19.6 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.479 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1212 in^2
Sample 5 Ultimate Strength Actual: 787.1 lbs
Sample 5 percent elongation: 12.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.479 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1221 in^2
Sample 6 Ultimate Strength Actual: 811 lbs
Sample 6 percent elongation: 21.5 %
Sample 6 Time: 1 MM:SS
Sample 1 Ultimate strength: 6682 psi
Sample 2 Ultimate strength : 6699.1 psi
Sample 3 Ultimate strength: 6658.1 psi
Sample 4 Ultimate strength: 6776.3 psi
Sample 5 Ultimate strength: 6494.2 psi
Sample 6 Ultimate strength : 6642.1 psi
Ultimate Strength Average: 6659 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/4/2020 ✔