Test 2021-04-28-13-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 212571
DEA: 051F7904
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-56
Work DescriptionNOJOQUI CREEK BRIDGE (51-0018 L/R) RAILING UPGRADE
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
Sample Information
Sample Taken Date4/28/2021 Sample Unique Key13
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 testing5/3/2021
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 byBrad Last name of sampler or witnessed byStreeter
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)19974-1
Material/Compound/Elastomer IDna Samples Representing11
Description (size)1.72"x12"x12" Comments
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: 2021-04-28-13
DIME Test ID: 2021-04-28-13-2
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: 2021-05-20
Test Results

Input Type: Calculated
Tester's full name: spaine
Date of test: 05/07/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.075
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2881.16 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.082
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2737.19 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.085
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2637.89 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2737.2 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 05/20/2021