Summary for Test 2019-06-10-1-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 06/10/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 36 totes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Chris |
| Last name of sampler or witnessed by | Nunes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik bond 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) | 1188511 |
|---|---|---|---|
| Batch Number | 1188511 | Mix number | 1188511 |
Test Details
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DIME Sample ID: 2019-06-10-1
DIME Test ID: 2019-06-10-1-4
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: 0.485 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1183 in^2
Sample 1 Ultimate Strength Actual: 400.4 lbs
Sample 1 percent elongation: 67.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.244 in
Sample 2 Area: 0.1181 in^2
Sample 2 Ultimate Strength Actual: 393.2 lbs
Sample 2 percent elongation: 66.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1181 in^2
Sample 3 Ultimate Strength Actual: 410.3 lbs
Sample 3 percent elongation: 69.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.247 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 417.1 lbs
Sample 4 percent elongation: 68.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.247 in
Sample 5 Area: 0.1195 in^2
Sample 5 Ultimate Strength Actual: 407.9 lbs
Sample 5 percent elongation: 67.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.244 in
Sample 6 Area: 0.1183 in^2
Sample 6 Ultimate Strength Actual: 426 lbs
Sample 6 percent elongation: 69.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3384.6 psi
Sample 2 Ultimate strength : 3329.4 psi
Sample 3 Ultimate strength: 3474.2 psi
Sample 4 Ultimate strength: 3481.6 psi
Sample 5 Ultimate strength: 3413.4 psi
Sample 6 Ultimate strength : 3601 psi
Ultimate Strength Average: 3447 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted suppliers test results
Test was verified on 7/1/2019 ✔