Summary for Test 2024-08-09-59-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995534 DEA: 120T8604 EFIS: 1222000109 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-2.3/19.9 |
| Award Date | 03/13/2024 |
| Closeout Date | Not set |
| Work Description | APPLY METHACRYLATE AND POLYESTER CONCRETE & REPLACE JOINT SEALS. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS FROM AVENIDA PRESIDIO UNDERCROSSING TO LAKE FOREST DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 01/26/2024) |
Sample Information
| Sample Taken Date | 08/09/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 08/12/2024 |
| 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 | 000109KBP | Linked DIME Sample ID | 000109KBP |
| 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) | AZ4G01174 |
|---|---|---|---|
| Batch number | AZ4G01174 | Mix number | AZ4G01174 |
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: 2024-08-09-59
DIME Test ID: 2024-08-09-59-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/14/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1273 in^2
Sample 1 Ultimate Strength Actual: 384.446 lbs
Sample 1 percent elongation: 66.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 392.962 lbs
Sample 2 percent elongation: 71.3 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1312 in^2
Sample 3 Ultimate Strength Actual: 420.496 lbs
Sample 3 percent elongation: 72.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 430.219 lbs
Sample 4 percent elongation: 76.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.269 in
Sample 5 Area: 0.1307 in^2
Sample 5 Ultimate Strength Actual: 392.492 lbs
Sample 5 percent elongation: 65.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1259 in^2
Sample 6 Ultimate Strength Actual: 369.517 lbs
Sample 6 percent elongation: 54.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3020 psi
Sample 2 Ultimate strength : 3221 psi
Sample 3 Ultimate strength: 3205 psi
Sample 4 Ultimate strength: 3439 psi
Sample 5 Ultimate strength: 3003 psi
Sample 6 Ultimate strength : 2935 psi
Ultimate Strength Average: 3137 psi
Percent Elongation Average: 68 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔