Summary for Test 2023-05-24-46-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 993118
DEA: 101C3304
EFIS: 1014000146
DIST-CO-RTE-PM10-SJ-205-R4.6/R9.0
Award Date04/05/2022
Closeout DateNot set
Work DescriptionWidening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location DescriptionOn state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
QA Service Level1 (Verified on 07/06/2022)

Sample Information

Sample Taken Date05/24/2023 Sample Unique Key46
Date that the sample was received by the laboratory/organization performing the testing05/30/2023 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes204
From where was the sample collectedManufacturer First name of sampler or witnessed byBrad
Last name of sampler or witnessed byStreeter 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
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)22678-1
Material/Compound/Elastomer IDNA Samples Representing204
Description (size)1" x 4" x 6" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2023-05-24-46
DIME Test ID: 2023-05-24-46-3
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: 2023-06-20

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: aauvinen
Date of test: 06/05/2023
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.088
Sample 1 Tear Strength: 225.8
Sample 2 Median Thickness: 0.091
Sample 2 Tear Strength: 230
Sample 3 Median Thickness: 0.088
Sample 3 Tear Strength: 219.4
UTM: 2kip
Median of the Tear Strength Values: 225.8 lb/in
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 1

Test was verified on 6/20/2023 ✔