Summary for Test 2021-08-16-19-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout Date08/14/2023
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date08/16/2021 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing08/19/2021 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 byPatrick
Last name of sampler or witnessed byLoomis 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)20539-1
Material/Compound/Elastomer IDna Samples Representing21
Description (size)2.3"x12"x14" Comments
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: 2021-08-16-19
DIME Test ID: 2021-08-16-19-3
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: 2021-08-30

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 08/23/2021
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.099
Sample 1 Tear Strength: 243.6
Sample 2 Median Thickness: 0.093
Sample 2 Tear Strength: 224.8
Sample 3 Median Thickness: 0.098
Sample 3 Tear Strength: 233.2
UTM: 2kip
Median of the Tear Strength Values: 233.2 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 8/30/2021 ✔