Test 2015-10-27-5-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
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.
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 testing11/3/2015
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 Laboratory sample identificationUnknown
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: 2015-10-27-5-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Test Release Date: 2015-11-16
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 11/06/2015
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.073 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2786.9 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.072 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3055.6 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.077 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2901.6 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2901.6 lbf/in^2
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 11/16/2015