Test 2020-12-01-18-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
Sample Information
Sample Taken Date12/1/2020 Sample Unique Key18
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/30/2020
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 Laboratory sample identification
The fabricator/manufacturer/facility nameDS Brown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)4001677-1A
Material/Compound/Elastomer IDna Samples Representing5
Description (size)5.747 x 16" x 16" Comments
Description (Number of Shims)10 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)DS Brown
Batch Numberna
Test Details
DIME Sample ID: 2020-12-01-18
DIME Test ID: 2020-12-01-18-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Test Release Date: 2021-01-12
Test Results

Input Type: Calculated
Tester's full name: spaine
Date of test: 01/04/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.073
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2944.59 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.076
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2915.23 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.077
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2869.32 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2915.2 lbf/in^2
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 1

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 01/12/2021