Test 2019-02-11-3-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Sample Information
Sample Taken Date2/11/2019 Sample Unique Key3
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 testing2/14/2019
Sample typeQuality Assurance A brief description of the samplebearing pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byPete Last name of sampler or witnessed byEtcheverry
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)17420-1
Material/Compound/Elastomer IDna Samples Representing9
Description (size)1.5" X 13" x 13" CommentsUnknown
Description (Number of Shims)3 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Numberna
Test Details
DIME Sample ID: 2019-02-11-3
DIME Test ID: 2019-02-11-3-2
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: 2019-03-11
Test Results

Input Type: Calculated
Tester's full name: Steve
Date of test: 02/15/2019
UTM: 11KIP
Humidity: 50 %
Temperature: no data
Sample 1 Median Thickness:0.064 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2718.8 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.06 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3066.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.062 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3116.1 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3066.7 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 03/04/2019