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Sample Record for 2016-05-10-2

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Project Information

Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nathan Alexander Structure Rep.: Christopher S 'Chris' Brace

Sample Information

DIME Sample ID: 2016-05-10-2
TL Number from the TL Form: Unknown
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: 05/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2016
The quantity of what the sample constitutes: 11
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 14685-1
Material/Compound/Elastomer ID: NA
Samples Representing: 11
Description (size): 6in x 18in x 18in
Comments: Unknown
Description (Number of Shims): 12
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: 2016-05-10-2-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/16/2016
Date Tested: 05/12/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 54
Reading #2 54
Reading #3 53
Reading #4 53
Reading #5 54
Mean 53.6

Test 2 of 4

DIME Test ID: 2016-05-10-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 05/16/2016
Date Tested: 05/12/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
UTM 2KIP
Humidity 48 %
Temperature 72 F
Sample 1 Median Thickness 0.07 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2857.1 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.067 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2916.7 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.069 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2890.2 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2890.2 lbf/in^2

Test 3 of 4

DIME Test ID: 2016-05-10-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/16/2016
Date Tested: 05/12/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 3
UTM 2KIP
Humidity 48 %
Temperature 72 F
Sample 1 Median Thickness 0.061 in
Sample 1 Tear Strength 229.5 lbf / in
Sample 2 Median Thickness 0.072 in
Sample 2 Tear Strength 222.2 lbf / in
Sample 3 Median Thickness 0.068 in
Sample 3 Tear Strength 250 lbf / in
Median of the Tear Strength Values 229.5 lb/in

Test 4 of 4

DIME Test ID: 2016-05-10-2-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/16/2016
Date Tested: 05/13/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.