Test 2020-09-21-31-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 212244
DEA: 044G8404
EFIS: 0413000051
DIST-CO-RTE-PM04-NAP-128-20.1/20.4
Work DescriptionREPLACE CAPELL CREEK BRIDGE
Location DescriptionNAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
Sample Information
Sample Taken Date9/21/2020 Sample Unique Key31
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 testing9/24/2020
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 byIsmail Last name of sampler or witnessed byIBRAHIM
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)17907-1
Material/Compound/Elastomer IDna Samples Representing25
Description (size)2.3"x8"x19" 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: 2020-09-21-31
DIME Test ID: 2020-09-21-31-3
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: 2020-10-01
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 09/25/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.074
Sample 1 Tear Strength: 250.6
Sample 2 Median Thickness: 0.079
Sample 2 Tear Strength: 236.6
Sample 3 Median Thickness: 0.078
Sample 3 Tear Strength: 240
UTM:2kip
Median of the Tear Strength Values:240 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 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 10/01/2020