Test 2017-05-26-3-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
Sample Information
Sample Taken Date5/26/2017 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing5/31/2017
Sample typeAcceptance A brief description of the sample1x4x6xBearing Pad
The quantity of what the sample constitutes10 From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-181-17 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15858-1
Material/Compound/Elastomer IDCP2527V CP2628A RS 8020 Samples Representing10
Description (size)1.15"x4"x6" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal
Batch Number0
Test Details
DIME Sample ID: 2017-05-26-3
DIME Test ID: 2017-05-26-3-2
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: 2017-06-19
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 06/05/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.058 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2620.7 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.056 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3071.4 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.058 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2965.5 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2965.5 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 06/12/2017