Test 2018-09-11-1-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 211848
DEA: 112T2174
EFIS: 1116000131
DIST-CO-RTE-PM11-SD-5-R37.4 - R46.5
Work Description(Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location DescriptionIN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Sample Information
Sample Taken Date9/11/2018 Sample Unique Key1
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 testing9/17/2018
Sample typeQuality Assurance A brief description of the sampleSteel-reinforced elastomeric bearing pad
The quantity of what the sample constitutes15 From where was the sample collectedManufacturer
First name of sampler or witnessed byRobert Last name of sampler or witnessed byPekrul
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameScougal Rubber Corp Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS45-001-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)16989-1
Material/Compound/Elastomer IDCP 2527 V Samples Representing796 pads
Description (size)1.15" x 4" x 6" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal
Batch NumberS288589-V
Test Details
DIME Sample ID: 2018-09-11-1
DIME Test ID: 2018-09-11-1-2
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: 2018-10-09
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 09/27/2018
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.073 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:1475.4 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.071 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3033.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.072 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2888.9 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Sample 4 Median Thickness:0.071 in
Sample 4 Thickness all Within 0.003 inch?:Yes
Sample 4 Ultimate Tensile:3033.7 lbf/in^2
Sample 4 Elongation (350% Min):Pass
Sample 5 Median Thickness:0.069 in
Sample 5 Thickness all Within 0.003 inch?:Yes
Sample 5 Ultimate Tensile:3063.6 lbf/in^2
Sample 5 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3033.7 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Source: Partner Data Point File
Test graph for Sample 4

Source: Partner Data Point File
Test graph for Sample 5

Test was verified on 10/02/2018