Summary for Test 2019-06-13-2-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 212185 DEA: 024G5204 EFIS: 0214000022 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R28.0 - R29.2 |
| Award Date | 05/21/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | PIT RIVER BRIDGE DECK & CATWALK REHABILITATION |
| Location Description | SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE FROM 0.2 MILE SOUTH TO 0.9 MILE NORTH OF PIT RIVER BRIDGE OVERHEAD |
| QA Service Level | 1 (Verified on 06/05/2017) |
Sample Information
| Sample Taken Date | 06/13/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/13/2019 | 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 | 7073309227 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1188461 |
|---|---|---|---|
| Batch Number | 1188461 | Mix number | 1188461 |
Test Details
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DIME Sample ID: 2019-06-13-2
DIME Test ID: 2019-06-13-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 07/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1176 in^2
Sample 1 Ultimate Strength Actual: 307 lbs
Sample 1 percent elongation: 40.4 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1215 in^2
Sample 2 Ultimate Strength Actual: 333 lbs
Sample 2 percent elongation: 49.4 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.1235 in^2
Sample 3 Ultimate Strength Actual: 0 lbs
Sample 3 percent elongation: 0 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 346.1 lbs
Sample 4 percent elongation: 52.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 335.3 lbs
Sample 5 percent elongation: 53.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.124 in^2
Sample 6 Ultimate Strength Actual: 336 lbs
Sample 6 percent elongation: 53.6 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 2610.5 psi
Sample 2 Ultimate strength : 2740.7 psi
Sample 3 Ultimate strength: 0 psi
Sample 4 Ultimate strength: 2791.1 psi
Sample 5 Ultimate strength: 2782.6 psi
Sample 6 Ultimate strength : 2709.7 psi
Ultimate Strength Average: 2272 psi
Percent Elongation Average: 42 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2019 ✔