Test 2017-12-12-2-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 211784
DEA: 11085784
EFIS: 1100000064
DIST-CO-RTE-PM11-SD-163-4.1/4.9
Work DescriptionINTERCHANGE MODIFICATION AND OVERCROSSING WIDENING.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF FRIARS ROAD OVERCROSSING
Sample Information
Sample Taken Date12/12/2017 Sample Unique Key2
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 testing12/12/2017
Sample typeQuality Assurance A brief description of the sampleelastomeric bearing pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byMike Last name of sampler or witnessed bySpellman
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameDS Brown Seismic Energy Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)4000427
Material/Compound/Elastomer IDNA Samples Representing32
Description (size)4.6" X 22" X 22" CommentsUnknown
Description (Number of Shims)8 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch NumberNA
Test Details
DIME Sample ID: 2017-12-12-2
DIME Test ID: 2017-12-12-2-3
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: 2017-12-26
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 12/13/2017
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Tear Strength: 257.1 lbf / in
Sample 2 Median Thickness: 0.066 in
Sample 2 Tear Strength: 257.6 lbf / in
Sample 3 Median Thickness: 0.064 in
Sample 3 Tear Strength: 281.3 lbf / in
UTM:no data
Median of the Tear Strength Values:257.6 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 12/19/2017