Test 2016-04-19-2-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 209037
DEA: 030F6904
EFIS: 0300000100
DIST-CO-RTE-PM03-BUT-70-24.3
Work DescriptionREPLACE BRIDGE
Location DescriptionABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140
Sample Information
Sample Taken Date4/19/2016 Sample Unique Key2
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 testing4/21/2016
Sample typeQuality Assurance A brief description of the samplePlain Bearing Pad
The quantity of what the sample constitutes13 From where was the sample collectedJob Site
First name of sampler or witnessed byGary Last name of sampler or witnessed byZimmerman
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameD S Brown 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)C1601-5555-10
Material/Compound/Elastomer IDNA Samples Representing13
Description (size).25in x 10in x 19in CommentsUnknown
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)D S Brown
Batch NumberNA
Test Details
DIME Sample ID: 2016-04-19-2
DIME Test ID: 2016-04-19-2-2
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: 2016-05-09
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 04/21/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.07 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2685.7 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.07 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2685.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.069 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2080.9 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Sample 4 Median Thickness:0.068 in
Sample 4 Thickness all Within 0.003 inch?:Yes
Sample 4 Ultimate Tensile:2882.4 lbf/in^2
Sample 4 Elongation (350% Min):Pass
Sample 5 Median Thickness:0.071 in
Sample 5 Thickness all Within 0.003 inch?:Yes
Sample 5 Ultimate Tensile:2752.8 lbf/in^2
Sample 5 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2685.7 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

Source: Partner Data Point File
Test graph for Sample 4

Source: Partner Data Point File
Test graph for Sample 5

Test was verified on 05/09/2016