Test 2016-05-05-6-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210244
DEA: 05492804
EFIS: 0500000576
DIST-CO-RTE-PM05-SLO-1-64.0/R66.9
Work DescriptionCONSTRUCT BRIDGES AND REALIGN TWO LANE HIGHWAY.
Location DescriptionSAN LUIS OBISPO COUNTY ABOUT 9 MILES NORTH OF SAN SIMEON FROM PIEDRAS BLANCAS LIGHTHOUSE ROAD TO ARROYO DE LA CRUZ BRIDGE
Sample Information
Sample Taken Date5/5/2016 Sample Unique Key6
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 testing5/6/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes10 From where was the sample collectedFabricator
First name of sampler or witnessed byJason Last name of sampler or witnessed byGramlick
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameSeismic Energy 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)62638-3
Material/Compound/Elastomer IDNA Samples Representing10
Description (size)3.5in x 14in x 16in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Seismic Energy
Batch NumberNA
Test Details
DIME Sample ID: 2016-05-05-6
DIME Test ID: 2016-05-05-6-2
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: 2016-05-13
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 05/10/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.071 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2809 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.074 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2702.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.071 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2696.6 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2702.7 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 05/13/2016