Summary for Test 2020-09-16-8-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214843 DEA: 060X6704 EFIS: 0618000229 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63,65,99,190,198-Var |
| Award Date | 05/14/2020 |
| Closeout Date | 07/15/2021 |
| Work Description | REPLACE BRIDGE DECK WITH POLYESTER CONCRETE OVERLAY & PLACE CONCRETE. |
| Location Description | TULARE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/20/2020) |
Sample Information
| Sample Taken Date | 09/16/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 09/16/2020 |
| 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 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) | 1277262 |
|---|---|---|---|
| Batch number | 1277262 | Mix number | 1277262 |
Test Details
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DIME Sample ID: 2020-09-16-8
DIME Test ID: 2020-09-16-8-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Phillip Montes
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.261 in
Sample 1 Area: 0.1271 in^2
Sample 1 Ultimate Strength Actual: 430 lbs
Sample 1 percent elongation: 66.84 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.26 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 404 lbs
Sample 2 percent elongation: 62.09 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.26 in
Sample 3 Area: 0.1264 in^2
Sample 3 Ultimate Strength Actual: 411 lbs
Sample 3 percent elongation: 63.24 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1266 in^2
Sample 4 Ultimate Strength Actual: 413 lbs
Sample 4 percent elongation: 63.82 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.252 in
Sample 5 Area: 0.1227 in^2
Sample 5 Ultimate Strength Actual: 430 lbs
Sample 5 percent elongation: 68.98 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 385 lbs
Sample 6 percent elongation: 59.18 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3384 psi
Sample 2 Ultimate strength : 3191 psi
Sample 3 Ultimate strength: 3256 psi
Sample 4 Ultimate strength: 3263 psi
Sample 5 Ultimate strength: 3501 psi
Sample 6 Ultimate strength : 3132 psi
Ultimate Strength Average: 3288 psi
Percent Elongation Average: 64.03 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔