Summary for Test 2019-12-26-2-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout Date08/01/2024
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date12/26/2019 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing01/06/2020 Sample typeQuality Assurance
A brief description of the sampleelastomeric bearing pad The quantity of what the sample constitutes9
From where was the sample collectedManufacturer First name of sampler or witnessed byHoward
Last name of sampler or witnessed bySternberg 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)18440-1
Material/Compound/Elastomer IDna Samples Representing9
Description (size)3x14x18 CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-12-26-2
DIME Test ID: 2019-12-26-2-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2020-01-14

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: randelin
Date of test: 01/08/2020
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.08
Sample 1 Tear Strength: 217.6
Sample 2 Median Thickness: 0.081
Sample 2 Tear Strength: 225.1
Sample 3 Median Thickness: 0.079
Sample 3 Tear Strength: 203.8
UTM: 2kip
Median of the Tear Strength Values: 217.6 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 1/14/2020 ✔