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Sample Record for 2016-05-11-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 210820 DEA: 044G6404 EFIS: 0412000622 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-84-21.6
Work Description: SOLDIER PILE-SECANT WALL, SURFACING ROADWAY
Location Description: IN SAN MATEO COUNTY IN WOODSIDE, ATROUTE 84/280 SEPARATION.
Contractor Name: GHILOTTI CONSTRUCTION COMPANY
Contractor Address: 2301 Kerner Blvd Ste. E, San Rafael, CA 94901
Resident Engineer: Eunmi Choi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2016-05-11-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 05/11/2016
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2016
The quantity of what the sample constitutes: 53
A brief description of the sample: Plain 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): 14844-1
Material/Compound/Elastomer ID: NA
Samples Representing: 53
Description (size): 1in x 8in x 12in
Comments: Unknown
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Results

Test 1 of 4

DIME Test ID: 2016-05-11-2-1
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 54
Reading #2 55
Reading #3 55
Reading #4 54
Reading #5 54
Mean 54.4

Test 2 of 4

DIME Test ID: 2016-05-11-2-2
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.076 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2947.4 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.077 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 3057 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.081 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3004.9 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3004.9 lbf/in^2

Test 3 of 4

DIME Test ID: 2016-05-11-2-3
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 3
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.069 in
Sample 1 Tear Strength 260.9 lbf / in
Sample 2 Median Thickness 0.071 in
Sample 2 Tear Strength 253.5 lbf / in
Sample 3 Median Thickness 0.071 in
Sample 3 Tear Strength 253.5 lbf / in
Median of the Tear Strength Values 253.5 lb/in

Test 4 of 4

DIME Test ID: 2016-05-11-2-4
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 Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass