Summary for Test 2019-04-29-8-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
---|---|
DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
Award Date | 09/02/2011 |
Closeout Date | Not set |
Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
Location Description | Port of Long Beach (District 7) |
QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
Sample Taken Date | 04/29/2019 | 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 | 04/29/2019 |
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 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) | 1181101 |
---|---|---|---|
Batch number | 1181101 | Mix number | 1181101 |
Test Details
DIME Sample ID: 2019-04-29-8
DIME Test ID: 2019-04-29-8-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-05-20
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: jasdev kumar
Date of test: 05/20/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.494 in
Sample 1 Thickness: 0.267 in
Sample 1 Area: 0.1319 in^2
Sample 1 Ultimate Strength Actual: 396.6 lbs
Sample 1 percent elongation: 60.7 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.494 in
Sample 2 Thickness: 0.269 in
Sample 2 Area: 0.1329 in^2
Sample 2 Ultimate Strength Actual: 370 lbs
Sample 2 percent elongation: 48.5 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 405.7 lbs
Sample 3 percent elongation: 67.1 %
Sample 3 Time: 5 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1309 in^2
Sample 4 Ultimate Strength Actual: 376.7 lbs
Sample 4 percent elongation: 56.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.493 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1302 in^2
Sample 5 Ultimate Strength Actual: 400.4 lbs
Sample 5 percent elongation: 60.1 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.493 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1311 in^2
Sample 6 Ultimate Strength Actual: 386.6 lbs
Sample 6 percent elongation: 62.6 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3006.8 psi
Sample 2 Ultimate strength : 2784 psi
Sample 3 Ultimate strength: 3214.7 psi
Sample 4 Ultimate strength: 2877.8 psi
Sample 5 Ultimate strength: 3075.3 psi
Sample 6 Ultimate strength : 2948.9 psi
Ultimate Strength Average: 2985 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2019 ✔