Summary for Test 2023-04-14-39-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 212571
DEA: 051F79A4
EFIS: 0514000061
DIST-CO-RTE-PM05-SB-101-55.9/R56.2
Award Date09/13/2022
Closeout Date07/02/2026
Work DescriptionNojoqui Creek Bridge (51-0018 L/R) widening and rail replacement.
Location DescriptionIN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R)
QA Service Level1 (Verified on 02/20/2020)

Sample Information

Sample Taken Date04/14/2023 Sample Unique Key39
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 constitutes15
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)2527-6
Material/Compound/Elastomer IDNA Samples Representing15
Description (size).5" x 12" x 12" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Bridge Rubber Bearing
Batch Number132252

Test Details

DIME Sample ID: 2023-04-14-39
DIME Test ID: 2023-04-14-39-3
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: 2023-05-11

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: aauvinen
Date of test: 04/28/2023
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.081
Sample 1 Tear Strength: 230.9
Sample 2 Median Thickness: 0.079
Sample 2 Tear Strength: 238.7
Sample 3 Median Thickness: 0.08
Sample 3 Tear Strength: 232.6
UTM: 2kip
Median of the Tear Strength Values: 232.6 lb/in
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 ✔