Summary for Test 2017-12-05-2-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212143
DEA: 101F1604
EFIS: 1016000107
DIST-CO-RTE-PM10-MER-33,5-R16.6
Award Date05/01/2017
Closeout Date03/29/2018
Work DescriptionBRIDGE REPAIR
Location DescriptionMERCED COUNTY IN SANTA NELLA AT ROUTE 33/5 SEPARATION
QA Service Level1 (Verified on 07/20/2017)

Sample Information

Sample Taken Date12/05/2017 Sample Unique Key2
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 testing12/06/2017
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes3 From where was the sample collectedManufacturer
First name of sampler or witnessed byPete Last name of sampler or witnessed byEtcheverry
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)16341-1
Material/Compound/Elastomer IDNA Samples Representing3
Description (size)2"x 10"x 18" CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2017-12-05-2
DIME Test ID: 2017-12-05-2-2
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: 2017-12-14

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 12/06/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.066 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2424.2 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.065 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2638 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.065 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2638 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2638 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 12/7/2017