Summary for Test 2023-06-14-2-5

Test performed: ASTM D624-00r20

Project Information

Project IdentifiersProject ID: 993169
DEA: 050A0904
EFIS: 0513000028
DIST-CO-RTE-PM05-MON-156-R1.4/R2.0
Award Date12/14/2021
Closeout Date07/31/2024
Work DescriptionWIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location DescriptionMONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date06/14/2023 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing06/15/2023 Sample typeQuality Assurance
A brief description of the sample1x48 Neoprene The quantity of what the sample constitutes48 inches
From where was the sample collectedSupplier First name of sampler or witnessed bySherri
Last name of sampler or witnessed byBrannon Title of samplerQuality Assurance Inspector
Telephone number of sampler9168266371 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCal-Neva Supply
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormB22-198-23
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)BP066729D
Material/Compound/Elastomer IDNeoprene Samples RepresentingNA
Description (size)1" x 10" x 10" Comments
Description (Number of Shims)x Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)GRT Rubber
Batch Number41-1256-72

Test Details

DIME Sample ID: 2023-06-14-2
DIME Test ID: 2023-06-14-2-5
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: 2023-06-26

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: bewing
Date of test: 06/22/2023
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.082
Sample 1 Tear Strength: 226.1
Sample 2 Median Thickness: 0.08
Sample 2 Tear Strength: 231.3
Sample 3 Median Thickness: 0.08
Sample 3 Tear Strength: 231.5
UTM: 2kip
Median of the Tear Strength Values: 231.3 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 6/26/2023 ✔