Summary for Test 2020-10-20-5-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 214847
DEA: 074W8204
EFIS: 0720000009
DIST-CO-RTE-PM07-VEN-101-17.7
Award Date05/21/2020
Closeout Date08/02/2021
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location DescriptionVENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/08/2020)

Sample Information

Sample Taken Date10/20/2020 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing10/22/2020 Sample typeQuality Assurance
A brief description of the samplebearing pad The quantity of what the sample constitutes1
From where was the sample collectedManufacturer First name of sampler or witnessed byBrad
Last name of sampler or witnessed byStreeter Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)19214-1
Material/Compound/Elastomer IDna Samples Representing3
Description (size)1"x9"x19" Comments
Description (Number of Shims)na Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2020-10-20-5
DIME Test ID: 2020-10-20-5-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2020-10-29

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 10/23/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.081
Sample 1 Tear Strength: 229.4
Sample 2 Median Thickness: 0.076
Sample 2 Tear Strength: 240.7
Sample 3 Median Thickness: 0.081
Sample 3 Tear Strength: 232.9
UTM: 2kip
Median of the Tear Strength Values: 232.9 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 10/29/2020 ✔