Summary for Test 2024-09-29-3-1
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995485 DEA: 031H1304 EFIS: 0316000059 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-12-0/0.7 |
| Award Date | 03/29/2024 |
| Closeout Date | 05/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING. |
| Location Description | SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160 |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 09/29/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/01/2024 |
| 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 | 000133KBP | Linked DIME Sample ID | 000133KBP |
| 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) | AZ4I01481 |
|---|---|---|---|
| Batch number | AZ4I01481 | Mix number | AZ4I01481 |
Test Details
DIME Sample ID: 2024-09-29-3
DIME Test ID: 2024-09-29-3-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/04/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.243 in
Sample 1 Area: 0.1181 in^2
Sample 1 Ultimate Strength Actual: 327.255 lbs
Sample 1 percent elongation: 63.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1183 in^2
Sample 2 Ultimate Strength Actual: 301.57 lbs
Sample 2 percent elongation: 53.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 334.749 lbs
Sample 3 percent elongation: 64.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.241 in
Sample 4 Area: 0.1171 in^2
Sample 4 Ultimate Strength Actual: 362.893 lbs
Sample 4 percent elongation: 74.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.247 in
Sample 5 Area: 0.12 in^2
Sample 5 Ultimate Strength Actual: 340.32 lbs
Sample 5 percent elongation: 66.8 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.247 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 360.24 lbs
Sample 6 percent elongation: 72.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2771 psi
Sample 2 Ultimate strength : 2549.2 psi
Sample 3 Ultimate strength: 2778 psi
Sample 4 Ultimate strength: 3099 psi
Sample 5 Ultimate strength: 2836 psi
Sample 6 Ultimate strength : 3002 psi
Ultimate Strength Average: 2839 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/30/2024 ✔
