Test 2020-06-22-38-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Sample Information
Sample Taken Date6/22/2020 Sample Unique Key38
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 testing7/16/2020
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes17 From where was the sample collectedManufacturer
First name of sampler or witnessed byIsmail Last name of sampler or witnessed byIBRAHIM
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)18748-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)2.3" x 12" x 36" Comments
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2020-06-22-38
DIME Test ID: 2020-06-22-38-3
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: 2020-07-21
Test Results

Number of specimens tested: 5
Input Type: Measured
Tester's full name: bewing
Date of test: 07/16/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.077
Sample 1 Tear Strength: 182
Sample 2 Median Thickness: 0.08
Sample 2 Tear Strength: 177.2
Sample 3 Median Thickness: 0.077
Sample 3 Tear Strength: 183.8
Sample 4 Median Thickness: 0.076
Sample 4 Tear Strength: 191.5
Sample 5 Median Thickness: 0.075
Sample 5 Tear Strength: 186.9
UTM:2kip
Median of the Tear Strength Values:183.8 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 5

Source: Bluehill Data Point File
Test graph for Sample 4

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 07/21/2020