Summary for Test 2022-05-17-37-3

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 993183
DEA: 031H2704
EFIS: 0316000082
DIST-CO-RTE-PM03-YUB-70-R11.2/13.5
Award Date10/14/2021
Closeout DateNot set
Work DescriptionUPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location DescriptionYUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date05/17/2022 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing05/20/2022 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)21638-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)2.30x8x12 Comments
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2022-05-17-37
DIME Test ID: 2022-05-17-37-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2022-06-01

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: r.macias
Date of test: 05/26/2022
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.088
Sample 1 Tear Strength: 270.7
Sample 2 Median Thickness: 0.089
Sample 2 Tear Strength: 240.8
Sample 3 Median Thickness: 0.086
Sample 3 Tear Strength: 219.9
UTM: 2kip
Median of the Tear Strength Values: 240.8 lb/in
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 6/1/2022 ✔