Summary for Test 2024-07-19-36-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995496 DEA: 101N5004 EFIS: 1021000202 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-14.4/16.6 |
| Award Date | 02/13/2024 |
| Closeout Date | 12/26/2024 |
| Work Description | REPLACE BRIDGE APPROACH SLABS AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | MERCED COUNTY IN MERCED FROM G STREET UNDERCROSSING TO WEST MERCED VIADUCT |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 07/19/2024 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/23/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 2 tankers |
| From where was the sample collected | Source | First name of sampler or witnessed by | Gilberto |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | Quality Control Manager |
| Telephone number of sampler | 7076245467 | Laboratory sample identification | 000100KBP |
| Linked DIME Sample ID | 000100KBP | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia |
| 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) | AZ4G01075 |
|---|---|---|---|
| Batch Number | AZ4G01075 | Mix number | AZ4G01075 |
Test Details
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DIME Sample ID: 2024-07-19-36
DIME Test ID: 2024-07-19-36-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-07
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/25/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.255 in
Sample 1 Area: 0.1239 in^2
Sample 1 Ultimate Strength Actual: 368.85 lbs
Sample 1 percent elongation: 69.2 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 364.695 lbs
Sample 2 percent elongation: 67.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.266 in
Sample 3 Area: 0.1295 in^2
Sample 3 Ultimate Strength Actual: 380.082 lbs
Sample 3 percent elongation: 68.7 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1218 in^2
Sample 4 Ultimate Strength Actual: 390.734 lbs
Sample 4 percent elongation: 76 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1247 in^2
Sample 5 Ultimate Strength Actual: 395.174 lbs
Sample 5 percent elongation: 75.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1215 in^2
Sample 6 Ultimate Strength Actual: 373.977 lbs
Sample 6 percent elongation: 72.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2977 psi
Sample 2 Ultimate strength : 2965 psi
Sample 3 Ultimate strength: 2935 psi
Sample 4 Ultimate strength: 3208 psi
Sample 5 Ultimate strength: 3169 psi
Sample 6 Ultimate strength : 3078 psi
Ultimate Strength Average: 3055 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendors results
Test was verified on 8/7/2024 ✔