Summary for Test 2023-11-16-57-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 994864
DEA: 050N74U4
EFIS: 0522000025
DIST-CO-RTE-PM05-SB-101-9.9/10.6
Award Date07/10/2023
Closeout DateNot set
Work DescriptionSB 101 4D North San Ysidro to Olive Mill
Location DescriptionIn Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
QA Service Level1 (Verified on 08/21/2023)

Sample Information

Sample Taken Date11/16/2023 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing11/30/2023 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes4
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)2527-11
Material/Compound/Elastomer IDNA Samples Representing121
Description (size)1" x 4" x 6" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Bridge Rubber Bearing
Batch Number135932

Test Details

DIME Sample ID: 2023-11-16-57
DIME Test ID: 2023-11-16-57-2
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: 2023-12-18

Test Results


Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 12/07/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.081
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2283.18 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.081
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2184.77 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.083
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2571.34 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.081
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2526.25 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.084
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2195.02 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2283.2 lbf/in^2
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 3

Source: Bluehill Data Point File
Test graph for Sample 4

Source: Bluehill Data Point File
Test graph for Sample 5

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 12/18/2023 ✔