Summary for Test 2023-12-18-57-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994578 DEA: 070W2504 EFIS: 0721000211 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R4.4/R29.8 |
| Award Date | 04/13/2023 |
| Closeout Date | 11/25/2024 |
| Work Description | FURNISH POLYESTER CONCRETE OVERLAY. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM ATLANTIC BOULEVARD UNDERCROSSING TO TOWNE AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 12/18/2023 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/19/2023 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 1 tanker |
| 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 | 000059KBP |
| Linked DIME Sample ID | 000059KBP | 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) | AZ3L00322 |
|---|---|---|---|
| Batch Number | AZ3L00322 | Mix number | AZ3L00322 |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-12-18-57
DIME Test ID: 2023-12-18-57-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-31
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 12/20/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1244 in^2
Sample 1 Ultimate Strength Actual: 382.53 lbs
Sample 1 percent elongation: 62.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.248 in
Sample 2 Area: 0.1205 in^2
Sample 2 Ultimate Strength Actual: 381.865 lbs
Sample 2 percent elongation: 64.4 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.246 in
Sample 3 Area: 0.1196 in^2
Sample 3 Ultimate Strength Actual: 370.76 lbs
Sample 3 percent elongation: 57.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1186 in^2
Sample 4 Ultimate Strength Actual: 368.846 lbs
Sample 4 percent elongation: 62.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.244 in
Sample 5 Area: 0.1186 in^2
Sample 5 Ultimate Strength Actual: 368.016 lbs
Sample 5 percent elongation: 61.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 370.716 lbs
Sample 6 percent elongation: 63.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3075 psi
Sample 2 Ultimate strength : 3169 psi
Sample 3 Ultimate strength: 3100 psi
Sample 4 Ultimate strength: 3110 psi
Sample 5 Ultimate strength: 3103 psi
Sample 6 Ultimate strength : 3139 psi
Ultimate Strength Average: 3116 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): accepted vendor results
Test was verified on 5/31/2024 ✔