Test 2021-01-27-7-2 (ASTM D412-06a-re13) Summary

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Project Information
Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Sample Information
Sample Taken Date1/27/2021 Sample Unique Key7
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 testing2/3/2021
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes2 From where was the sample collectedManufacturer
First name of sampler or witnessed byBret Last name of sampler or witnessed byThomas
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 identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)19657-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)3.45" x 14" x 24" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2021-01-27-7
DIME Test ID: 2021-01-27-7-2
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: 2021-02-08
Test Results

Input Type: Calculated
Tester's full name: bewing
Date of test: 02/04/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.077
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2352.4 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.077
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2374.22 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.073
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2432.76 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2374.2 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 02/08/2021