Summary for Test 2016-05-19-8-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 210756 DEA: 043G4034 EFIS: 0412000101 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.4/14.1,0.0/0.6 |
| Award Date | 01/05/2016 |
| Closeout Date | 12/21/2017 |
| Work Description | RESURFACE BRIDGE , INSTALL NEW JOINT SEAL.. |
| Location Description | IN CONTRA COSTA AND SOLANO COUNTIESON THE CARQUINEZ BRIDGE (1958) |
| QA Service Level | 1 (Verified on 09/15/2015) |
Sample Information
| Sample Taken Date | 05/19/2016 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 05/19/2016 |
| Sample type | Quality Control | A brief description of the sample | polyester resin |
| The quantity of what the sample constitutes | 40000 lbs | From where was the sample collected | Source |
| First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | reichhold | Transportation Laboratory (TL) Number | c240494 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 0000975313 |
|---|---|---|---|
| Batch number | 0000975313 | Mix number |
Test Details
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DIME Sample ID: 2016-05-19-8
DIME Test ID: 2016-05-19-8-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2016-07-15
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Mike Mullins
Date of test: 07/15/2016
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in per min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.25 in
Sample 1 Area: 0.1255 in^2
Sample 1 Ultimate Strength Actual: 193.8 psi
Sample 1 percent elongation: 54.7 %
Sample 1 Time: 4.02 minute
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 371.3 psi
Sample 2 percent elongation: 62.1 %
Sample 2 Time: 4.24 minute
Sample 3 Width: 0.494 in
Sample 3 Thickness: 0.251 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 368.6 psi
Sample 3 percent elongation: 61.5 %
Sample 3 Time: 4.19 minute
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.238 in
Sample 4 Area: 0.1173 in^2
Sample 4 Ultimate Strength Actual: 335 psi
Sample 4 percent elongation: 57.2 %
Sample 4 Time: 4.03 minute
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.237 in
Sample 5 Area: 0.1171 in^2
Sample 5 Ultimate Strength Actual: 337 psi
Sample 5 percent elongation: 51.2 %
Sample 5 Time: 4 minute
Sample 6 Width: 0.495 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1238 in^2
Sample 6 Ultimate Strength Actual: 379.5 psi
Sample 6 percent elongation: 63.7 %
Sample 6 Time: 4.46 minute
Sample 1 Ultimate strength: 1544 psi
Sample 2 Ultimate strength : 2994 psi
Sample 3 Ultimate strength: 2973 psi
Sample 4 Ultimate strength: 2856 psi
Sample 5 Ultimate strength: 2878 psi
Sample 6 Ultimate strength : 3065 psi
Ultimate Strength Average: 2953 psi
Percent Elongation Average: 51.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2016 ✔