Summary for Test 2019-03-05-13-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213234 DEA: 060V4704 EFIS: 0616000180 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41,168-Var |
| Award Date | 06/01/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | CONCRETE POLYESTER OVERLAY AND CONSTRUCT APPROACH SLABS. |
| Location Description | FRESNO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/09/2019) |
Sample Information
| Sample Taken Date | 03/05/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/05/2019 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 10 tankers | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Nunes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1170990 |
|---|---|---|---|
| Batch number | 1170990 | Mix number | 1170990 |
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: 2019-03-05-13
DIME Test ID: 2019-03-05-13-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-04-25
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: jasdev kumar
Date of test: 04/25/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.235 in
Sample 1 Area: 0.1156 in^2
Sample 1 Ultimate Strength Actual: 297.8 lbs
Sample 1 percent elongation: 49.3 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.241 in
Sample 2 Area: 0.1156 in^2
Sample 2 Ultimate Strength Actual: 319.2 lbs
Sample 2 percent elongation: 54.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.123 in^2
Sample 3 Ultimate Strength Actual: 323.3 lbs
Sample 3 percent elongation: 48.6 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.123 in^2
Sample 4 Ultimate Strength Actual: 0 lbs
Sample 4 percent elongation: 0 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1222 in^2
Sample 5 Ultimate Strength Actual: 324.5 lbs
Sample 5 percent elongation: 53.8 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1239 in^2
Sample 6 Ultimate Strength Actual: 335.2 lbs
Sample 6 percent elongation: 56.3 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2576 psi
Sample 2 Ultimate strength : 2687 psi
Sample 3 Ultimate strength: 2628 psi
Sample 4 Ultimate strength: 0 psi
Sample 5 Ultimate strength: 2653 psi
Sample 6 Ultimate strength : 2703 psi
Ultimate Strength Average: 2650 psi
Percent Elongation Average: 52.42 %
General comments (publicly viewable) (Max 1000 characters): sample 4 is destroyed in process
Test was verified on 4/25/2019 ✔