Summary for Test 2016-05-06-5-5
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 210678 DEA: 030G0504 EFIS: 0314000029 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-5,113-Var |
| Award Date | 09/25/2015 |
| Closeout Date | 01/12/2017 |
| Work Description | OVERLAY 15 BRIDGE DECKS WITH POLYESTER AND METHACRYLATE |
| Location Description | YOLO COUNTY IN AND NEAR WOODLAND AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/26/2015) |
Sample Information
| Sample Taken Date | 05/06/2016 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/10/2016 |
| Sample type | Quality Assurance | A brief description of the sample | polyester resin |
| The quantity of what the sample constitutes | 1gallon | From where was the sample collected | Distributor |
| First name of sampler or witnessed by | patti | Last name of sampler or witnessed by | fonseca |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 16-057 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | reichhold | Transportation Laboratory (TL) Number | C240493 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 0000974651 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 0000000 |
|---|---|---|---|
| Batch number | 0000974651 | Mix number |
Test Details
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DIME Sample ID: 2016-05-06-5
DIME Test ID: 2016-05-06-5-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2016-06-17
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 06/17/2016
Conditioning procedure: 25570
Speed of testing: 0.45 in per min
Sample 1 Width: 0.501 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1258 in^2
Sample 1 Ultimate Strength Actual: 389.6 psi
Sample 1 percent elongation: 57 %
Sample 1 Time: 4.21 minute
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 379.9 psi
Sample 2 percent elongation: 60.9 %
Sample 2 Time: 4.24 minute
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1252 in^2
Sample 3 Ultimate Strength Actual: 242.6 psi
Sample 3 percent elongation: 42.9 %
Sample 3 Time: 2.49 minute
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 339.7 psi
Sample 4 percent elongation: 46.5 %
Sample 4 Time: 3.13 minute
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.126 in^2
Sample 5 Ultimate Strength Actual: 395.4 psi
Sample 5 percent elongation: 60.4 %
Sample 5 Time: 4.41 minute
Sample 6 Width: 0.494 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1275 in^2
Sample 6 Ultimate Strength Actual: 344.1 psi
Sample 6 percent elongation: 51.6 %
Sample 6 Time: 3.26 minute
Sample 1 Ultimate strength: 3097 psi
Sample 2 Ultimate strength : 3089 psi
Sample 3 Ultimate strength: 2736 psi
Sample 4 Ultimate strength: 2746 psi
Sample 5 Ultimate strength: 3138 psi
Sample 6 Ultimate strength : 2699 psi
Ultimate Strength Average: 2917 psi
Percent Elongation Average: 53.2 %
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Test was verified on 6/17/2016 ✔