Summary for Test 2021-12-20-27-2

Test performed: ASTM D412-16r21

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 Date12/20/2021 Sample Unique Key27
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 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

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: 2021-12-20-27-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2022-01-20

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 01/20/2022
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.089
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2891.81 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.086
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2691.12 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.09
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2815.26 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2815.3 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 1/20/2022