Summary for Test 2016-04-06-13-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210698
DEA: 11299204
EFIS: 1100000422
DIST-CO-RTE-PM11-SD-94,805-Var
Award Date10/13/2015
Closeout Date09/10/2018
Work DescriptionSEISMIC RETROFIT 4 BRIDGES ON ROUTES 94 AND 805.
Location DescriptionIN SAN DIEGO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/13/2016)

Sample Information

Sample Taken Date04/06/2016 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing04/07/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes25
From where was the sample collectedFabricator 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)14447-B
Material/Compound/Elastomer IDNA Samples Representing25
Description (size)2.3in x 3in x 19.4375in 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: 2016-04-06-13
DIME Test ID: 2016-04-06-13-3
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: 2016-04-18

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 04/13/2016
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 280 lbf / in
Sample 2 Median Thickness: 0.07 in
Sample 2 Tear Strength: 285.7 lbf / in
Sample 3 Median Thickness: 0.07 in
Sample 3 Tear Strength: 300 lbf / in
UTM: 2KIP
Median of the Tear Strength Values: 285.7 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 4/18/2016 ✔