Summary for Test 2018-06-06-2-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 212830
DEA: 080R3504
EFIS: 0812000071
DIST-CO-RTE-PM08-RIV-10-111-10-R16.1-111-R60.5
Award Date01/29/2018
Closeout Date12/12/2019
Work DescriptionFRP COMPOSITE SYSTEM FOR COLUMNS. HINGES RESTRAINERS ON THE DECKS
Location DescriptionRIVERSIDE COUNTY IN BANNING AND PALM SPRING AT SAN GORGONIO WASH BRIDGE AND AT WHITEWATER RIVER OVERFLOW BRIDGE
QA Service Level1 (Verified on 03/01/2018)

Sample Information

Sample Taken Date06/06/2018 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/15/2018
Sample typeDepartment Acceptance A brief description of the sample2x4x6 bearing
The quantity of what the sample constitutes82 pcs From where was the sample collectedFabricator
First name of sampler or witnessed byBrian Last name of sampler or witnessed byHolck
Title of samplerCALTRANS METS QA INSPECTOR Telephone number of sampler9166620354
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDynatect, Cal Neva Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS44-004-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)051418
Material/Compound/Elastomer IDNeoprene Pad 55 Samples RepresentingLot 051418 82 pcs
Description (size)2x4x8 inches Comments
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynatect Cal Neva
Batch NumberPN0340313

Test Details

DIME Sample ID: 2018-06-06-2
DIME Test ID: 2018-06-06-2-2
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: 2018-06-26

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 06/19/2018
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.066 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2969.7 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.067 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2678.6 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.065 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3251.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2969.7 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

Test was verified on 6/19/2018