Summary for Test 2016-05-24-4-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210886
DEA: 050F7004
EFIS: 0500000049
DIST-CO-RTE-PM05-MON-68-R17.4/R18.0
Award Date01/22/2016
Closeout Date12/30/2019
Work DescriptionWIDENING BRIDGE
Location DescriptionIN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 02/01/2016)

Sample Information

Sample Taken Date05/24/2016 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing05/26/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes17
From where was the sample collectedSource First name of sampler or witnessed byCorey
Last name of sampler or witnessed byNishioku Title of samplerUnknown
Telephone number of samplerUnknown 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) FormUnknown
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)132346
Material/Compound/Elastomer IDNA Samples Representing17
Description (size)3in x 12in x 12in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2016-05-24-4
DIME Test ID: 2016-05-24-4-3
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: 2016-06-07

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 05/27/2016
Humidity: 49 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Tear Strength: 271.4 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 253.3 lbf / in
Sample 3 Median Thickness: 0.072 in
Sample 3 Tear Strength: 263.9 lbf / in
UTM: 2KIP
Median of the Tear Strength Values: 263.9 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 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 6/7/2016 ✔