Summary for Test 2017-05-09-12-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212164
DEA: 051J1304
EFIS: 0517000064
DIST-CO-RTE-PM05-MON,MON-1-45.52, 45.4/45.8
Award Date02/16/2017
Closeout Date10/25/2019
Work DescriptionPfeiffer Canyon Emergency Bridge Replacement Project
Location DescriptionHighway 1 at Pfeiffer State Park
QA Service Level1 (Verified on 02/27/2017)

Sample Information

Sample Taken Date05/09/2017 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing05/24/2017 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes1
From where was the sample collectedFabricator First name of sampler or witnessed byEd
Last name of sampler or witnessed byLeach Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) NumberC925884 Inspector Lot Number from the Transportation Laboratory (TL) FormS3805017
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15691-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)5" x 26" x 30" CommentsUnknown
Description (Number of Shims)10 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2017-05-09-12
DIME Test ID: 2017-05-09-12-2
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: 2017-06-01

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: 05/24/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2736.8 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.074 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3027 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.078 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2666.7 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2736.8 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 5/25/2017 ✔