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Sample Record for 2020-05-22-6


Project Information

Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-R36.9/47.7
Work Description: CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description: MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
Contractor Name: OHL USA, INC. Contractor Address: 1920 Main St. Suite 310
Resident Engineer: Tim Lang Structure Rep.: Moreno, Juan

Sample Information

DIME Sample ID: 2020-05-22-6
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 05/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2020
The quantity of what the sample constitutes: 32
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Mfg. Lot Number(s): 18736-1
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 1.5 x 12 x 18
Comments: Unknown
Description (Number of Shims): 3
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Results

Test 1 of 4

DIME Test ID: 2020-05-22-6-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/04/2020
Date Tested: 05/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 52
Reading #2 53
Reading #3 53
Reading #4 52
Reading #5 53
Mean 52.6

Test Results

Test 2 of 4

DIME Test ID: 2020-05-22-6-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 06/04/2020
Date Tested: 05/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.079
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2542.56 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.082
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2697.7 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.082
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2500.77 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2542.6 lbf/in^2

Test Results

Test 3 of 4

DIME Test ID: 2020-05-22-6-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/04/2020
Date Tested: 05/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of specimens tested 3
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.08
Sample 1 Tear Strength 228
Sample 2 Median Thickness 0.08
Sample 2 Tear Strength 225.4
Sample 3 Median Thickness 0.088
Sample 3 Tear Strength 210.4
Median of the Tear Strength Values 225.4 lb/in

Test Results

Test 4 of 4

DIME Test ID: 2020-05-22-6-4
Test Method: SMTL -06: (Neoprene Verification) Bilstein Test
Verified Date: 05/27/2020
Date Tested: 05/27/2020
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Result Pass