Summary for Test 2019-12-16-1-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 214231
DEA: 051M1704
EFIS: 0519000077
DIST-CO-RTE-PM05-SLO-1-71.5/72, 71.5/72.0
Award Date04/17/2019
Closeout Date08/17/2022
Work DescriptionPolar Star Emergency wall and viaduct; NOTE ON FUNDING: This is an emergency project, per PM, METS (unit 3652) is covered for work on this project under WBS 270.44. Any issues with funding please notify METS Rep.
Location DescriptionNot set
QA Service Level1 (Verified on 06/28/2019)

Sample Information

Sample Taken Date12/16/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing01/06/2020 Sample typeDepartment Acceptance
A brief description of the sample1x8x12 Bearing Pad The quantity of what the sample constitutes32
From where was the sample collectedSource First name of sampler or witnessed byKevin
Last name of sampler or witnessed byMuser Title of samplerQA
Telephone number of sampler9165170532 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormS19-450-19
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)18465-1
Material/Compound/Elastomer ID55 Duo Samples Representing32
Description (size)1x8x12 Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Number18465-1

Test Details

DIME Sample ID: 2019-12-16-1
DIME Test ID: 2019-12-16-1-2
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: 2020-01-14

Test Results


Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: randelin
Date of test: 01/08/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.073
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2861.01 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2785.61 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.074
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2128.24 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.083
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2942.08 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.082
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2804.39 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2804.4 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 4

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 5

Test was verified on 1/14/2020 ✔