Summary for Test 2022-09-15-71-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 214487
DEA: 120Q9304
EFIS: 1217000128
DIST-CO-RTE-PM12-ORA-5,133,241-122,241-var
Award Date05/09/2022
Closeout Date12/01/2025
Work Description12-0Q930, SHOPP RESERVATION BRIDGE PROJECT - BRIDGE UPGRADE, WINGWALL, SUBSTRUCTURE, DECK, SPALL, JOINT SEAL, CONC.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date09/15/2022 Sample Unique Key71
Date that the sample was received by the laboratory/organization performing the testing09/22/2022 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 byKari
Last name of sampler or witnessed byGibbs Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDS Brown
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)646241103-1A
Material/Compound/Elastomer IDNA Samples Representing10
Description (size)1.724x12x14 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: 2022-09-15-71
DIME Test ID: 2022-09-15-71-3
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: 2022-10-18

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: r.macias
Date of test: 10/07/2022
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.053
Sample 1 Tear Strength: 258.8
Sample 2 Median Thickness: 0.055
Sample 2 Tear Strength: 269.1
Sample 3 Median Thickness: 0.055
Sample 3 Tear Strength: 295.8
UTM: 2kip
Median of the Tear Strength Values: 269.1 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 10/18/2022 ✔