Summary for Test 2019-04-12-9-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 04/12/2019 | Sample Unique Key | 9 |
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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 | 04/15/2019 |
Sample type | Quality Assurance | A brief description of the sample | bearing pad |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Pete | Last name of sampler or witnessed by | Etcheverry |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Scougal Rubber | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 17400-1 |
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Material/Compound/Elastomer ID | na | Samples Representing | 74 |
Description (size) | 3" x 18" x 24" | Comments | Unknown |
Description (Number of Shims) | 6 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Scougal Rubber |
Batch Number | na |
Test Details
DIME Sample ID: 2019-04-12-9
DIME Test ID: 2019-04-12-9-2
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: 2019-04-26
Test Results
Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Steve
Date of test: 04/18/2019
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.064 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2562.5 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.064 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2500 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.062 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2193.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.064 in
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2750 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.064 in
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2312.5 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2500 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Sample 1
Source: Partner Data Point File
Test graph for Sample 2
Source: Partner Data Point File
Test graph for Sample 3
Source: Partner Data Point File
Test graph for Sample 4
Source: Partner Data Point File
Test graph for Sample 5
Test was verified on 4/19/2019 ✔