Summary for Test 2015-10-27-5-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Sample Information

Sample Taken Date10/27/2015 Sample Unique Key5
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 testing11/03/2015
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes18 From where was the sample collectedFabricator
First name of sampler or witnessed byCorey Last name of sampler or witnessed byNishioku
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namescougal 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)131933A
Material/Compound/Elastomer ID131933A Samples Representing18
Description (size)3in x 10in x 10in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2015-10-27-5
DIME Test ID: 2015-10-27-5-3
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: 2015-11-16

Test Results

Number of specimens tested: 5
Input Type: Measured
Tester's full name: Brian
Date of test: 11/06/2015
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071 in
Sample 1 Tear Strength: 183.1 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 186.7 lbf / in
Sample 3 Median Thickness: 0.072 in
Sample 3 Tear Strength: 166.7 lbf / in
Sample 4 Median Thickness: 0.068 in
Sample 4 Tear Strength: 176.5 lbf / in
Sample 5 Median Thickness: 0.075 in
Sample 5 Tear Strength: 213.3 lbf / in
UTM: no data
Median of the Tear Strength Values: 183.1 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

Source: Partner Data Point File
Test graph for Sample 4

Source: Partner Data Point File
Test graph for Sample 5

Test was verified on 11/16/2015