Summary for Test 2016-11-16-2-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 211141 DEA: 072W9604 EFIS: 0715000028 |
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DIST-CO-RTE-PM | 07-LA-60,60,91,164,605-Var |
Award Date | 03/22/2016 |
Closeout Date | 08/22/2018 |
Work Description | TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS. |
Location Description | TREAT BRIDGE DECK, REPAIR SPALLS, AND REPLACE JOINT SEALS. |
QA Service Level | 1 (Verified on 07/07/2017) |
Sample Information
Sample Taken Date | 11/16/2016 | Sample Unique Key | 2 |
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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 | 11/18/2016 |
Sample type | Quality Control | A brief description of the sample | polyester resin |
The quantity of what the sample constitutes | 33 totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | NUNEZ |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | reichhold azusa | Transportation Laboratory (TL) Number | c594913 |
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) | 1014493 |
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Batch number | 1014493 | Mix number |
Test Details
DIME Sample ID: 2016-11-16-2
DIME Test ID: 2016-11-16-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2016-11-22
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 11/22/2016
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in per min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.12 in^2
Sample 1 Ultimate Strength Actual: 329.8 psi
Sample 1 percent elongation: 56.6 %
Sample 1 Time: 4.21 minute
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.121 in^2
Sample 2 Ultimate Strength Actual: 316.5 psi
Sample 2 percent elongation: 54.6 %
Sample 2 Time: 3.57 minute
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.247 in
Sample 3 Area: 0.1215 in^2
Sample 3 Ultimate Strength Actual: 328 psi
Sample 3 percent elongation: 56.5 %
Sample 3 Time: 4.14 minute
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 321.3 psi
Sample 4 percent elongation: 54.1 %
Sample 4 Time: 3.57 minute
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.128 in^2
Sample 5 Ultimate Strength Actual: 324.3 psi
Sample 5 percent elongation: 53.6 %
Sample 5 Time: 4.1 minute
Sample 6 Width: 0.497 in
Sample 6 Thickness: 0.252 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 347.3 psi
Sample 6 percent elongation: 57.2 %
Sample 6 Time: 4.37 minute
Sample 1 Ultimate strength: 2748.33 psi
Sample 2 Ultimate strength : 2615.7 psi
Sample 3 Ultimate strength: 2699.59 psi
Sample 4 Ultimate strength: 2633.61 psi
Sample 5 Ultimate strength: 2533.59 psi
Sample 6 Ultimate strength : 2773.96 psi
Ultimate Strength Average: 2667 psi
Percent Elongation Average: 55 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/22/2016 ✔