Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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: (530) 329-6527
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
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
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 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
|
53
|
Reading #3
|
53
|
Reading #4
|
54
|
Reading #5
|
53
|
Mean
|
53.4
|
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 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
|
0.073 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
|
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 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
|
0.066 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
|