Summary for Test 2020-07-01-29-2
Test performed: ASTM D412-06a-re13Project Information
| Project Identifiers | Project ID: 214492 DEA: 033F5404 EFIS: 0313000136 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99,160-4.5/5.7,R44.5 |
| Award Date | 01/24/2020 |
| Closeout Date | 07/28/2022 |
| Work Description | FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE. |
| Location Description | SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 07/01/2020 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 07/10/2020 |
| Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
| The quantity of what the sample constitutes | 14 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ellen | Last name of sampler or witnessed by | Meaden |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | GRT | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | BP058791J |
|---|---|---|---|
| Material/Compound/Elastomer ID | NA | Samples Representing | 1 |
| Description (size) | .5" x 12" x 12" | Comments | |
| Description (Number of Shims) | 0 | Type of Bearing Pad | Plain |
| Description (Thickness of Shims) | NA | Manufacturer(s) | GRT |
| Batch Number | NA |
Test Details
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DIME Sample ID: 2020-07-01-29
DIME Test ID: 2020-07-01-29-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2020-07-21
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: bewing
Date of test: 07/16/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.078
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2568.35 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.08
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2641.3 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.079
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2530.71 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2568.4 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 2
Source: Bluehill Data Point File
Test graph for Sample 1
Source: Bluehill Data Point File
Test graph for Sample 3
Test was verified on 7/21/2020 ✔