Summary for Test 2021-07-16-55-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.33
Award Date12/15/2020
Closeout DateNot set
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date07/16/2021 Sample Unique Key55
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 testing07/26/2021
Sample typeQuality Assurance A brief description of the samplebearing pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byMike Last name of sampler or witnessed bySpellman
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDS Brown Seismic Energy Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)4001893-2A
Material/Compound/Elastomer IDna Samples Representing11
Description (size)4.598"x18"x18" Comments
Description (Number of Shims)8 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch Numberna

Test Details

DIME Sample ID: 2021-07-16-55
DIME Test ID: 2021-07-16-55-3
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: 2021-08-05

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 07/29/2021
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.072
Sample 1 Tear Strength: 265.7
Sample 2 Median Thickness: 0.071
Sample 2 Tear Strength: 270
Sample 3 Median Thickness: 0.075
Sample 3 Tear Strength: 255.9
UTM:2kip
Median of the Tear Strength Values:265.7 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 8/5/2021