Summary for Test 2024-03-12-35-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
| Award Date | 11/27/2012 |
| Closeout Date | 02/12/2025 |
| Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
| QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
| Sample Taken Date | 03/12/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 03/13/2024 |
| 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 | 17076245467 |
| Laboratory sample identification | 000046KBP | Linked DIME Sample ID | 000046KBP |
| 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) | AZ4B00288 |
|---|---|---|---|
| Batch number | AZ4B00288 | Mix number | AZ4B00288 |
Test Details
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DIME Sample ID: 2024-03-12-35
DIME Test ID: 2024-03-12-35-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-17
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/22/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1207 in^2
Sample 1 Ultimate Strength Actual: 442.15 lbs
Sample 1 percent elongation: 66 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1169 in^2
Sample 2 Ultimate Strength Actual: 428 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.48 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1238 in^2
Sample 3 Ultimate Strength Actual: 445.5 lbs
Sample 3 percent elongation: 56.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.48 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1195 in^2
Sample 4 Ultimate Strength Actual: 421.35 lbs
Sample 4 percent elongation: 63 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1243 in^2
Sample 5 Ultimate Strength Actual: 415 lbs
Sample 5 percent elongation: 59 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.48 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1205 in^2
Sample 6 Ultimate Strength Actual: 406 lbs
Sample 6 percent elongation: 59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3663.2 psi
Sample 2 Ultimate strength : 3661.2 psi
Sample 3 Ultimate strength: 3598.5 psi
Sample 4 Ultimate strength: 3525.9 psi
Sample 5 Ultimate strength: 3338.7 psi
Sample 6 Ultimate strength : 3369.3 psi
Ultimate Strength Average: 3526 psi
Percent Elongation Average: 60 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 5/17/2024 ✔