Summary for Test 2024-06-10-110-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 994816
DEA: 010E11U4
EFIS: 0123000069
DIST-CO-RTE-PM01-MEN-1-31.1/31.6
Award Date11/15/2023
Closeout DateNot set
Work DescriptionSTRUCTURAL CONC BRIDGE, TEMP BRIDGE AND BAR REINFORCING STEEL.
Location DescriptionMENDOCINO COUNTY NEAR ELK FROM 0.2 MILE SOUTH OF ELK CREEK BRIDGE TO 0.2 MILE NORTH OF ELK CREEK BRIDGE
QA Service Level1 (Verified on 05/22/2023)

Sample Information

Sample Taken Date06/10/2024 Sample Unique Key110
Date that the sample was received by the laboratory/organization performing the testing07/01/2024 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 byKrishnamoorthy
Last name of sampler or witnessed byPalaniappan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBridge Rubber Bearing
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)2527-2
Material/Compound/Elastomer IDna Samples Representing11
Description (size)3.45" x 19" x 19" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Bridge Rubber Bearing
Batch Number138493

Test Details

DIME Sample ID: 2024-06-10-110
DIME Test ID: 2024-06-10-110-2
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: 2024-07-12

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: 07/09/2024
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.088
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2388.34 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.085
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2357.18 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.084
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2378.01 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2378 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 7/12/2024 ✔