Test 2018-08-23-7-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date8/23/2018 Sample Unique Key7
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 testing8/31/2018
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes3 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) 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)55130-1A1, 55130-2B1, 55130-3C1
Material/Compound/Elastomer IDNA Samples Representing3
Description (size)4.023" x 14" x 20" CommentsUnknown
Description (Number of Shims)7 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch Number55130
Test Details
DIME Sample ID: 2018-08-23-7
DIME Test ID: 2018-08-23-7-3
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: 2018-09-13
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 09/05/2018
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.062 in
Sample 1 Tear Strength: 258.1 lbf / in
Sample 2 Median Thickness: 0.071 in
Sample 2 Tear Strength: 253.5 lbf / in
Sample 3 Median Thickness: 0.064 in
Sample 3 Tear Strength: 250 lbf / in
UTM:no data
Median of the Tear Strength Values:253.5 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 09/06/2018