Summary for Test 2019-08-16-7-6

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 213764
DEA: 080F0304
EFIS: 0800020358
DIST-CO-RTE-PM08-SBD-60-R0.7/R3.0
Award Date03/07/2019
Closeout Date07/27/2023
Work DescriptionREMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location DescriptionIN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
QA Service Level1 (Verified on 05/01/2019)

Sample Information

Sample Taken Date08/16/2019 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing08/21/2019 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes2
From where was the sample collectedManufacturer First name of sampler or witnessed byKayla
Last name of sampler or witnessed byWallace Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDynamic Rubber
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)15388
Material/Compound/Elastomer IDna Samples Representing62
Description (size)16" x 14" x 3.45" CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch Numberna

Test Details

DIME Sample ID: 2019-08-16-7
DIME Test ID: 2019-08-16-7-6
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: 2019-09-04

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 09/04/2019
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.068
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2658 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.063
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2661 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.063
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2665 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2661 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 9/4/2019 ✔