Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210661 DEA: 074X6404
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-9.5, 9.5
Work Description: Repair fire damage bridges.
Location Description: In the city of Commerce
Contractor Name: Flatiron West Inc.
Contractor Address: 13767 Freeway Drive, Santa Fe Springs, CA 90670
Resident Engineer: Kevin Bui Structure Rep.: Danny Lalonde
DIME Sample ID: 2015-09-29-4
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: 09/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/02/2015
The quantity of what the sample constitutes: 4
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: Seismic Energy
Mfg. Lot Number(s): 643061
Material/Compound/Elastomer ID: NA
Samples Representing: 4
Description (size): 1x12x14
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Seismic Energy
Batch Number: NA
DIME Test ID: 2015-09-29-4-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 10/06/2015
Date Tested: 10/06/2015
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:
Additional Comments When Verified:
Temperature
|
72 f
|
Humidity
|
50 %
|
Reading #1
|
58
|
Reading #2
|
58
|
Reading #3
|
57
|
Reading #4
|
57
|
Reading #5
|
58
|
Mean
|
57.6
|
DIME Test ID: 2015-09-29-4-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 10/06/2015
Date Tested: 10/06/2015
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:
Additional Comments When Verified:
Number of specimens tested
|
3
|
Unit of the Ultimate Tensile Values
|
lbf per sqr in
|
UTM
|
no data
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.072 in
|
Sample 1 Thickness all Within 0.003 inch?
|
yes
|
Sample 1 Ultimate Tensile
|
2777.8 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.073 in
|
Sample 2 Thickness all Within 0.003 inch?
|
yes
|
Sample 2 Ultimate Tensile
|
2786.9 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
|
2800 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2786.9 lbf/in^2
|
DIME Test ID: 2015-09-29-4-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 10/06/2015
Date Tested: 10/06/2015
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:
Additional Comments When Verified:
Number of specimens tested
|
3
|
UTM
|
no data
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.074 in
|
Sample 1 Tear Strength
|
216.2 lbf / in
|
Sample 2 Median Thickness
|
0.073 in
|
Sample 2 Tear Strength
|
232.9 lbf / in
|
Sample 3 Median Thickness
|
0.069 in
|
Sample 3 Tear Strength
|
217.4 lbf / in
|
Median of the Tear Strength Values
|
217.4 lb/in
|