Summary for Test 2021-08-30-27-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 215516
DEA: 042Q0604
EFIS: 0418000414
DIST-CO-RTE-PM04-SCL-17,101,237,280,880-var
Award Date04/20/2021
Closeout Date03/27/2023
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, PLACE HMA, AND REPLACE ACCESS DOORS.
Location DescriptionSANTA CLARA COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/02/2021)

Sample Information

Sample Taken Date08/30/2021 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing09/03/2021 Sample typeQuality Assurance
A brief description of the samplebearing pad The quantity of what the sample constitutes1
From where was the sample collectedManufacturer First name of sampler or witnessed byPatrick
Last name of sampler or witnessed byLoomis 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)20482-1
Material/Compound/Elastomer IDna Samples Representing11
Description (size)1.15"x10"x10" Comments
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Numberna

Test Details

DIME Sample ID: 2021-08-30-27
DIME Test ID: 2021-08-30-27-2
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: 2021-09-17

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: 09/08/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2397.88 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.071
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2549.54 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.074
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2338.02 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2397.9 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 9/17/2021 ✔