Summary for Test 2019-02-19-5-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212562
DEA: 024G5504
EFIS: 0214000036
DIST-CO-RTE-PM02-SIS-5-2.7/R11.4
Award Date03/12/2018
Closeout Date10/05/2020
Work DescriptionRECONSTRUCT WITH HMA AND PCC, WIDEN STRUCTURE AND UPGRADE RAILS
Location DescriptionSISKIYOU COUNTY IN AND NEAR DUNSMUIR FROM SACRAMENTO RIVER BRIDGE TO 0.6 MILE SOUTH OF NORTH MOUNT SHASTA UNDERPASS
QA Service Level1 (Verified on 04/04/2018)

Sample Information

Sample Taken Date02/19/2019 Sample Unique Key5
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 testing02/19/2019
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 byDavid Last name of sampler or witnessed bysimon
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDS Brown 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)C1901-5557-16
Material/Compound/Elastomer IDna Samples Representing3
Description (size)1.15" x 18" x 12" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch Numberna

Test Details

DIME Sample ID: 2019-02-19-5
DIME Test ID: 2019-02-19-5-2
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


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Steve
Date of test: 02/20/2019
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.072 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2944.4 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.072 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2888.9 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.07 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2800 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2888.9 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 3/4/2019