Summary for Test 2017-05-26-3-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Award Date01/28/2016
Closeout Date10/17/2019
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
QA Service Level1 (Verified on 01/12/2016)

Sample Information

Sample Taken Date05/26/2017 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing05/31/2017 Sample typeDepartment Acceptance
A brief description of the sample1x4x6xBearing Pad The quantity of what the sample constitutes10
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 sampler9167993391 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) FormS19-181-17
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15858-1
Material/Compound/Elastomer IDCP2527V CP2628A RS 8020 Samples Representing10
Description (size)1.15"x4"x6" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal
Batch Number0

Test Details

DIME Sample ID: 2017-05-26-3
DIME Test ID: 2017-05-26-3-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2017-06-19

Test Results


Number of specimens tested: 5
Input Type: Measured
Tester's full name: Brian
Date of test: 06/05/2017
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.065 in
Sample 1 Tear Strength: 230.8 lbf / in
Sample 2 Median Thickness: 0.066 in
Sample 2 Tear Strength: 212.1 lbf / in
Sample 3 Median Thickness: 0.062 in
Sample 3 Tear Strength: 177.4 lbf / in
Sample 4 Median Thickness: 0.054 in
Sample 4 Tear Strength: 185.2 lbf / in
Sample 5 Median Thickness: 0.06 in
Sample 5 Tear Strength: 216.7 lbf / in
UTM: no data
Median of the Tear Strength Values: 212.1 lb/in
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 3

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 4

Source: Partner Data Point File
Test graph for Sample 5

Test was verified on 6/12/2017 ✔