DIME - Test Summary

Summary for Test 2023-06-14-1-2

Test performed: ASTM D412-16r21

Project Identifiers	Project ID: 993169 DEA: 050A0904 EFIS: 0513000028
DIST-CO-RTE-PM	05-MON-156-R1.4/R2.0
Award Date	12/14/2021
Closeout Date	Not set
Work Description	WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location Description	MONTEREY 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 Level	1 (Verified on 08/17/2021)

Sample Taken Date	06/14/2023	Sample Unique Key	1
Will the laboratory/organization for which you are a member perform testing on this material sample?	Yes	Date that the sample was received by the laboratory/organization performing the testing	06/15/2023
Sample type	Quality Assurance	A brief description of the sample	3.45(3)x9x9 Steel Reinforced
The quantity of what the sample constitutes	7	From where was the sample collected	Supplier
First name of sampler or witnessed by	Sherri	Last name of sampler or witnessed by	Brannon
Title of sampler	Quality Assurance Inspector	Telephone number of sampler	9168266371
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cal-Neva Supply	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form	B22-197-23	Structure unique identifier
Structure name

Material Type	SMTL TM1 - Elastomeric Bearing Pad	Mfg. Lot Number(s)	22432-1
Material/Compound/Elastomer ID	Grade 3 Neoprene	Samples Representing	6 ea
Description (size)	3x9x9	Comments
Description (Number of Shims)	6	Type of Bearing Pad	Steel
Description (Thickness of Shims)	14 gage	Manufacturer(s)	Scougal Rubber
Batch Number	x

DIME Sample ID: 2023-06-14-1

DIME Test ID: 2023-06-14-1-2

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: 2023-07-06

Number of specimens tested: 5

Unit of the Ultimate Tensile Values: lbf per sqr in

Input Type: Calculated

Tester's full name: aauvinen

Date of test: 06/28/2023

UTM: 2kip

Humidity: 50.00 %

Temperature: 72 F

Sample 1 Median Thickness: 0.08

Sample 1 Thickness all Within 0.003 inch?: Yes

Sample 1 Ultimate Tensile: 2250.39 lbf/in^2

Sample 1 Elongation (350% Min): Pass

Sample 2 Median Thickness: 0.08

Sample 2 Thickness all Within 0.003 inch?: Yes

Sample 2 Ultimate Tensile: 2137.31 lbf/in^2

Sample 2 Elongation (350% Min): Pass

Sample 3 Median Thickness: 0.081

Sample 3 Thickness all Within 0.003 inch?: Yes

Sample 3 Ultimate Tensile: 2382.51 lbf/in^2

Sample 3 Elongation (350% Min): Pass

Sample 4 Median Thickness: 0.083

Sample 4 Thickness all Within 0.003 inch?: Yes

Sample 4 Ultimate Tensile: 2202.12 lbf/in^2

Sample 4 Elongation (350% Min): Pass

Sample 5 Median Thickness: 0.083

Sample 5 Thickness all Within 0.003 inch?: Yes

Sample 5 Ultimate Tensile: 2377.7 lbf/in^2

Sample 5 Elongation (350% Min): Pass

Median of the Ultimate Tensile Values: 2250.4 lbf/in^2

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