Summary for Test 2024-04-11-61-2

Test performed: ASTM D412-16r21

Project Information

Project IdentifiersProject ID: 994369
DEA: 042K6404
EFIS: 0416000480
DIST-CO-RTE-PM04-SM-84-6.0
Award Date07/14/2023
Closeout Date02/26/2025
Work DescriptionCONSTRUCT SOLDIER PILE WALL.
Location DescriptionSAN MATEO COUNTY NEAR LA HONDA 0.2 MILE WEST OF SAN GREGORIO CREEK BRIDGE
QA Service Level1 (Verified on 04/05/2023)

Sample Information

Sample Taken Date04/11/2024 Sample Unique Key61
Date that the sample was received by the laboratory/organization performing the testing04/15/2024 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes25
From where was the sample collectedManufacturer First name of sampler or witnessed byKrishnamoorthy
Last name of sampler or witnessed byPalaniappan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBridge Rubber Bearing
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)2527-1
Material/Compound/Elastomer IDNA Samples Representing25
Description (size)1" x 8" x 12" Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Bridge Rubber Bearing
Batch Number137716

Test Details

DIME Sample ID: 2024-04-11-61
DIME Test ID: 2024-04-11-61-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2024-04-22

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 04/22/2024
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.064
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2289.64 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.072
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2386.96 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.071
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2471.21 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2387 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 4/22/2024 ✔