Summary for Test 2019-05-22-3-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 213357
DEA: 024F2004
EFIS: 0212000071
DIST-CO-RTE-PM02-SHA-44-59.4/59.8
Award Date11/02/2018
Closeout Date01/04/2021
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSHASTA COUNTY NEAR OLD STATION FROM 0.3 MILE WEST TO 0.2 MILE EAST OF HAT CREEK BRIDGE
QA Service Level1 (Verified on 06/21/2018)

Sample Information

Sample Taken Date05/22/2019 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing06/03/2019 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 byPete
Last name of sampler or witnessed byEtcheverry 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)17698-1
Material/Compound/Elastomer IDna Samples Representing45
Description (size)2" x 12" x 12" CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-05-22-3
DIME Test ID: 2019-05-22-3-3
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: 2019-06-21

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Steve
Date of test: 06/06/2019
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.068 in
Sample 1 Tear Strength: 205.9 lbf / in
Sample 2 Median Thickness: 0.055 in
Sample 2 Tear Strength: 181.8 lbf / in
Sample 3 Median Thickness: 0.065 in
Sample 3 Tear Strength: 215.4 lbf / in
UTM: no data
Median of the Tear Strength Values: 205.9 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 6/21/2019 ✔