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Sample Record for 2015-12-29-1

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

Project Information

Project ID: 210657 DEA: 101C0904 EFIS: 1014000133 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4,15,163-R16.6/R17.4
Work Description: REPAIR BRIDGE. YES, WE DO HAVE HOURS! OVER 300 AS OF JUNE
Location Description: SAN JOAQUIN COUNTY IN STOCKTON FROM CENTER STREET TO UNION STREET
Contractor Name: GOLDEN STATE BRIDGE, INC.
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Ariel Mendoza Structure Rep.: Mohsen Abdelfatah

Sample Information

DIME Sample ID: 2015-12-29-1
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: 12/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/30/2015
The quantity of what the sample constitutes: 82
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

Material Information

Mfg. Lot Number(s): 14347 3
Material/Compound/Elastomer ID: NA
Samples Representing: 82
Description (size): 3.5" x 14" x 20"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: NA

Test Results

Test 1 of 3

DIME Test ID: 2015-12-29-1-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 01/12/2016
Date Tested: 12/31/2015
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 53
Reading #3 53
Reading #4 54
Reading #5 53
Mean 53.4

Test 2 of 3

DIME Test ID: 2015-12-29-1-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 01/12/2016
Date Tested: 12/31/2015
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 50 %
Temperature 72 F
Sample 1 Median Thickness 0.073 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2950.8 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.072 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2944.4 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.07 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2971.4 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2950.8 lbf/in^2

Test 3 of 3

DIME Test ID: 2015-12-29-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 01/12/2016
Date Tested: 12/31/2015
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 50 %
Temperature 72 F
Sample 1 Median Thickness 0.066 in
Sample 1 Tear Strength 242.4 lbf / in
Sample 2 Median Thickness 0.07 in
Sample 2 Tear Strength 228.6 lbf / in
Sample 3 Median Thickness 0.071 in
Sample 3 Tear Strength 239.4 lbf / in
Median of the Tear Strength Values 239.4 lb/in

Tests Assigned to this Sample

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