Test 2017-05-09-12-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 212164
DEA: 051J1304
EFIS: 0517000064
DIST-CO-RTE-PM05-MON-1-45.52
Work DescriptionPfeiffer Canyon Emergency Bridge Replacement Project
Location DescriptionHighway 1 at Pfeiffer State Park
Sample Information
Sample Taken Date5/9/2017 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 testing5/24/2017
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedFabricator
First name of sampler or witnessed byEd Last name of sampler or witnessed byLeach
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberC925884
Inspector Lot Number from the Transportation Laboratory (TL) FormS3805017 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15691-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)5" x 26" x 30" CommentsUnknown
Description (Number of Shims)10 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2017-05-09-12
DIME Test ID: 2017-05-09-12-2
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: 2017-06-01
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 05/24/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.076 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2736.8 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:3027 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.078 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2666.7 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2736.8 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 05/25/2017