Test 2019-12-26-2-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
Sample Information
Sample Taken Date12/26/2019 Sample Unique Key2
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 testing1/6/2020
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 Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber 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)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: 2019-12-26-2-2
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: 2020-01-14
Test Results

Input Type: Calculated
Tester's full name: randelin
Date of test: 01/08/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.085
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2608.82 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.084
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2592.5 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.084
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2597.18 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2597.2 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 01/14/2020