Summary for Test 2024-07-19-25-3
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 | 25 |
|---|---|---|---|
| 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 | 07/22/2024 |
| 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 | 000094KBP | Linked DIME Sample ID | 000094KBP |
| 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) | AZ4G01061 |
|---|---|---|---|
| Batch number | AZ4G01061 | Mix number | AZ4G01061 |
Test Details
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DIME Sample ID: 2024-07-19-25
DIME Test ID: 2024-07-19-25-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-09
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/24/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.268 in
Sample 1 Area: 0.1302 in^2
Sample 1 Ultimate Strength Actual: 423.02 lbs
Sample 1 percent elongation: 71.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.268 in
Sample 2 Area: 0.1302 in^2
Sample 2 Ultimate Strength Actual: 435.649 lbs
Sample 2 percent elongation: 73.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1268 in^2
Sample 3 Ultimate Strength Actual: 403.858 lbs
Sample 3 percent elongation: 68.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.257 in
Sample 4 Area: 0.1252 in^2
Sample 4 Ultimate Strength Actual: 390.499 lbs
Sample 4 percent elongation: 67.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.265 in
Sample 5 Area: 0.1288 in^2
Sample 5 Ultimate Strength Actual: 438.95 lbs
Sample 5 percent elongation: 75.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1293 in^2
Sample 6 Ultimate Strength Actual: 391.262 lbs
Sample 6 percent elongation: 61.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3249 psi
Sample 2 Ultimate strength : 3346 psi
Sample 3 Ultimate strength: 3185 psi
Sample 4 Ultimate strength: 3119 psi
Sample 5 Ultimate strength: 3408 psi
Sample 6 Ultimate strength : 3026 psi
Ultimate Strength Average: 3222 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 8/9/2024 ✔