Summary for Test 2022-07-15-38-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993235 DEA: 051H4504 EFIS: 0516000075 |
---|---|
DIST-CO-RTE-PM | 05-SB-154-R31.8/R32.1 |
Award Date | 11/22/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CIDH CONCRETE PILES AND STRUCTURAL CONCRETE BRIDGE. |
Location Description | SANTA BARBARA COUNTY IN AND NEAR SANTA BARBARA FROM PRIMAVERA ROAD UNDERCROSSING TO LA COLINA ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
Sample Taken Date | 07/15/2022 | Sample Unique Key | 38 |
---|---|---|---|
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 | 07/15/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Telephone number of sampler | 7076245467 | |
Laboratory sample identification | 943118 | Linked DIME Sample ID | 943118 |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1418329 |
---|---|---|---|
Batch number | 1418329 | Mix number | 1418329 |
Test Details
DIME Sample ID: 2022-07-15-38
DIME Test ID: 2022-07-15-38-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-30
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 03/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 436.41 lbs
Sample 1 percent elongation: 66.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1195 in^2
Sample 2 Ultimate Strength Actual: 400.8 lbs
Sample 2 percent elongation: 59.66 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1205 in^2
Sample 3 Ultimate Strength Actual: 401.62 lbs
Sample 3 percent elongation: 60.23 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1232 in^2
Sample 4 Ultimate Strength Actual: 406.56 lbs
Sample 4 percent elongation: 58.65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 422.99 lbs
Sample 5 percent elongation: 63.26 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3585.9 psi
Sample 2 Ultimate strength : 3354 psi
Sample 3 Ultimate strength: 3332.9 psi
Sample 4 Ultimate strength: 3300 psi
Sample 5 Ultimate strength: 3414 psi
Ultimate Strength Average: 3397 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accept Supplier Results
Test was verified on 3/30/2023 ✔