Test 2016-10-31-3-1 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 211237
DEA: 080Q7904
EFIS: 0800020481
DIST-CO-RTE-PM08-SBD-40-R93.1/94.2
Work DescriptionREPLACE HOFF WASH BRIDGE (BRIDGE NUMBER 54-0889L/R)
Location DescriptionSAN BERNARDINO COUNTY FROM 0.3 MILE WEST TO 0.4 MILE EAST OF HOFF WASH BRIDGE
Sample Information
Sample Taken Date10/31/2016 Sample Unique Key3
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 testing11/8/2016
Sample typeQuality Assurance A brief description of the sampleelastomeric bearing pad
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byCorey Last name of sampler or witnessed byNishioku
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15100-1, 2
Material/Compound/Elastomer IDNA Samples Representing58
Description (size)1.5 x12 x 15 CommentsUnknown
Description (Number of Shims)3 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-10-31-3
DIME Test ID: 2016-10-31-3-1
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: 2016-11-16
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Fred
Date of test: 11/09/2016
Humidity: 51 %
Temperature: 72 F
Sample 1 Median Thickness: 0.091 in
Sample 1 Tear Strength: 274.7 lbf / in
Sample 2 Median Thickness: 0.09 in
Sample 2 Tear Strength: 266.7 lbf / in
Sample 3 Median Thickness: 0.089 in
Sample 3 Tear Strength: 280.9 lbf / in
UTM:no data
Median of the Tear Strength Values:274.7 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 11/16/2016