Summary for Test 2021-01-29-13-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 215210
DEA: 030J1804
EFIS: 0319000232
DIST-CO-RTE-PM03-COL-5-6.8
Award Date11/19/2020
Closeout Date03/01/2022
Work DescriptionCONSTRUCT STRUCTURAL CONCRETE BARRIER SLAB AND CONCRETE BARRIER.
Location DescriptionCOLUSA COUNTY AT HILLGATE ROAD UNDERCROSSING (BRIDGE NO. 15-0047)
QA Service Level1 (Verified on 10/05/2020)

Sample Information

Sample Taken Date01/29/2021 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing02/04/2021 Sample typeQuality Assurance
A brief description of the samplebearing pad The quantity of what the sample constitutes3
From where was the sample collectedManufacturer First name of sampler or witnessed byBrad
Last name of sampler or witnessed byStreeter Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameScougal 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)19588-1
Material/Compound/Elastomer IDna Samples Representing80
Description (size)1"x4"x6" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2021-01-29-13
DIME Test ID: 2021-01-29-13-2
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: 2021-02-16

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: 02/09/2021
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: 2581.89 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.083
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2662.6 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: 2621.95 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2622 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 1

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 2/16/2021 ✔