Summary for Test 2021-09-08-10-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215027 DEA: 101H3424 EFIS: 1018000078 |
---|---|
DIST-CO-RTE-PM | 10-SJ-5-10.6 |
Award Date | 08/25/2020 |
Closeout Date | 05/03/2022 |
Work Description | BRIDGE RAIL REPLACEMENT. |
Location Description | SAN JOAQUIN COUNTY NEAR LATHROP AT DEUEL OVERHEAD |
QA Service Level | 1 (Verified on 06/15/2020) |
Sample Information
Sample Taken Date | 09/08/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 09/08/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1357978 |
---|---|---|---|
Batch number | 1357978 | Mix number | 1357978 |
Test Details
DIME Sample ID: 2021-09-08-10
DIME Test ID: 2021-09-08-10-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-17
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/17/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1208 in^2
Sample 1 Ultimate Strength Actual: 414.42 lbs
Sample 1 percent elongation: 64.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.252 in
Sample 2 Area: 0.1227 in^2
Sample 2 Ultimate Strength Actual: 413.31 lbs
Sample 2 percent elongation: 62.33 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 410.78 lbs
Sample 3 percent elongation: 63.02 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 400.37 lbs
Sample 4 percent elongation: 60.75 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.1234 in^2
Sample 5 Ultimate Strength Actual: 392.61 lbs
Sample 5 percent elongation: 57.65 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3430.6 psi
Sample 2 Ultimate strength : 3368.5 psi
Sample 3 Ultimate strength: 3409 psi
Sample 4 Ultimate strength: 3295.2 psi
Sample 5 Ultimate strength: 3181.6 psi
Ultimate Strength Average: 3337 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.
Test was verified on 9/17/2021 ✔