Test 2018-02-12-4-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 210618
DEA: 06342534
EFIS: 0600000382
COOP: 061616A2
DIST-CO-RTE-PM06-FRE-180-R74.1/R78.6
Work DescriptionCONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY
Location DescriptionFRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE
Sample Information
Sample Taken Date2/12/2018 Sample Unique Key4
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 testing2/20/2018
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byDebra Last name of sampler or witnessed byMcnamara
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameSeismic 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)4000401-1A1,2B1,3B1,4C1
Material/Compound/Elastomer IDNA Samples RepresentingNA
Description (size)2.874"x12"x15" 1.724"x12"x14" CommentsUnknown
Description (Number of Shims)5 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Seismic Energy
Batch NumberNA
Test Details
DIME Sample ID: 2018-02-12-4
DIME Test ID: 2018-02-12-4-3
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: 2018-03-06
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Randy
Date of test: 02/22/2018
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 293.3 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 293.3 lbf / in
Sample 3 Median Thickness: 0.08 in
Sample 3 Tear Strength: 275 lbf / in
UTM:no data
Median of the Tear Strength Values:293.3 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 02/27/2018