Test 2017-06-01-12-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 211737
DEA: 042G9604
EFIS: 0412000010
DIST-CO-RTE-PM04-SCL-9-4.6
Work DescriptionCONSTRUCT ROADWAY AND RETAINING WALL
Location DescriptionSANTA CLARA COUNTY NEAR CITY OF SARATOGA 0.3 MILE SOUTH OF SANBORN ROAD
Sample Information
Sample Taken Date6/1/2017 Sample Unique Key12
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 testing6/7/2017
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameCal Neva Transportation Laboratory (TL) NumberC703731
Inspector Lot Number from the Transportation Laboratory (TL) FormB1020117 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)041017
Material/Compound/Elastomer IDNA Samples Representing2
Description (size)1" x 4" x 6" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Cal Neva
Batch NumberNA
Test Details
DIME Sample ID: 2017-06-01-12
DIME Test ID: 2017-06-01-12-2
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: 2017-06-20
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 06/09/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.078 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3128.2 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.078 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2974.4 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.076 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3263.2 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3128.2 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 06/13/2017