Summary for Test 2023-04-13-59-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 212720
DEA: 07291404
EFIS: 0712000094
DIST-CO-RTE-PM07-LA-1-55-58
Award Date02/18/2021
Closeout DateNot set
Work DescriptionTRANCAS CREEK BRIDGE REPLACEMENT
Location DescriptionIN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
QA Service Level1 (Verified on 04/02/2021)

Sample Information

Sample Taken Date04/13/2023 Sample Unique Key59
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 testing05/08/2023
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutesNA From where was the sample collectedManufacturer
First name of sampler or witnessed byShanon Last name of sampler or witnessed byTool
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGRT Rubber 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)4-18-22
Material/Compound/Elastomer IDNA Samples RepresentingNA
Description (size).5" x 12" x 18" Commentstesting delayed due to document issues
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)GRT Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2023-04-13-59
DIME Test ID: 2023-04-13-59-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2023-05-26

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: aauvinen
Date of test: 05/08/2023
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.098
Sample 1 Tear Strength: 280.2
Sample 2 Median Thickness: 0.097
Sample 2 Tear Strength: 266.1
Sample 3 Median Thickness: 0.1
Sample 3 Tear Strength: 263.3
UTM: 2kip
Median of the Tear Strength Values: 266.1 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 5/26/2023