Summary for Test 2022-05-19-56-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout Date05/29/2026
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date05/19/2022 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing05/26/2022 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes1
From where was the sample collectedManufacturer First name of sampler or witnessed byMike
Last name of sampler or witnessed bySpellman Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDS Brown Seismic Energy
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)4002223-1A
Material/Compound/Elastomer IDNA Samples RepresentingNA
Description (size)14x14 Comments
Description (Number of Shims)3 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch NumberNA

Test Details

DIME Sample ID: 2022-05-19-56
DIME Test ID: 2022-05-19-56-3
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: 2022-06-01

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: r.macias
Date of test: 05/26/2022
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.091
Sample 1 Tear Strength: 261
Sample 2 Median Thickness: 0.092
Sample 2 Tear Strength: 247.8
Sample 3 Median Thickness: 0.092
Sample 3 Tear Strength: 223.7
UTM: 2kip
Median of the Tear Strength Values: 247.8 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 6/1/2022