Summary for Test 2018-04-13-1-1

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212741
DEA: 020E1804
EFIS: 0200000022
DIST-CO-RTE-PM02-PLU-89-29.8/30.2
Award Date12/13/2017
Closeout Date12/17/2021
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionPLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
QA Service Level1 (Verified on 12/06/2017)

Sample Information

Sample Taken Date04/13/2018 Sample Unique Key1
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 testing04/19/2018
Sample typeQuality Assurance A brief description of the sampleElastomeric Bearing Pad
The quantity of what the sample constitutes11 From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byMuser
Title of samplerQA Telephone number of sampler9165170532
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-120-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)16531-1
Material/Compound/Elastomer IDCP2527V55DuroNeoGr3 Samples Representing11
Description (size)3"x 12"x 20" CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberCP2527V55DuroNeoGr3

Test Details

DIME Sample ID: 2018-04-13-1
DIME Test ID: 2018-04-13-1-1
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: 2018-05-02

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Randy
Date of test: 04/19/2018
UTM: 11KIP
Humidity: 50 %
Temperature: no data
Sample 1 Median Thickness: 0.064 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2818.8 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.068 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2617.6 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: 2509.2 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2617.6 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 4/25/2018