Summary for Test 2023-04-14-34-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 994326
DEA: 051C3604
EFIS: 0512000134
DIST-CO-RTE-PM05-SB-217-0.9/1.4
Award Date01/31/2023
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
QA Service Level1 (Verified on 10/17/2022)

Sample Information

Sample Taken Date04/14/2023 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing04/17/2023 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes24
From where was the sample collectedManufacturer First name of sampler or witnessed byKrishamorthy
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)2527-6
Material/Compound/Elastomer IDNA Samples Representing24
Description (size)3.45" x 16" x 16" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Bridge Rubber Bearing
Batch Number132252

Test Details

DIME Sample ID: 2023-04-14-34
DIME Test ID: 2023-04-14-34-2
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: 2023-05-11

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 04/28/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2742.24 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.073
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2432.45 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.076
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2435.61 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2435.6 lbf/in^2
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 3

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 5/11/2023 ✔