Summary for Test 2021-12-20-27-3

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 Date04/23/2026
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 Date12/20/2021 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing01/04/2022 Sample typeQuality Assurance
A brief description of the samplebearing pad The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byPatrick
Last name of sampler or witnessed byLoomis Title of sampler
Telephone number of sampler 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) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)21088-1
Material/Compound/Elastomer IDna Samples Representing102
Description (size)2.3"x8"x10" Comments
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: 2021-12-20-27
DIME Test ID: 2021-12-20-27-3
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: 2022-01-20

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 01/20/2022
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.079
Sample 1 Tear Strength: 237.7
Sample 2 Median Thickness: 0.081
Sample 2 Tear Strength: 232.7
Sample 3 Median Thickness: 0.087
Sample 3 Tear Strength: 217.5
UTM: 2kip
Median of the Tear Strength Values: 232.7 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 1/20/2022 ✔