Sample Record for 2017-11-28-1
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Project Information
Project ID: 211848 DEA: 112T2174 EFIS: 1116000131
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Steve McMillan Structure Rep.: Phong Le
Sample Information
DIME Sample ID: 2017-11-28-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 11/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2017
The quantity of what the sample constitutes: 59
A brief description of the sample: elastomeric bearing pad
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber Corp
Material Information
Mfg. Lot Number(s): 16043-1, 16043-3
Material/Compound/Elastomer ID: CP2527V
Samples Representing: 59
Description (size): 12"x 8"x 4" and 5"
Comments:
Description (Number of Shims): 8
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): 55DuroNeoGR3
Batch Number: 2304967-V
Test Results
Test 1 of 4
DIME Test ID: 2017-11-28-1-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/19/2017
Date Tested: 12/07/2017
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
|
53
|
Reading #2
|
54
|
Reading #3
|
54
|
Reading #4
|
53
|
Reading #5
|
54
|
Mean
|
53.6
|
Test 2 of 4
DIME Test ID: 2017-11-28-1-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/19/2017
Date Tested: 12/07/2017
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
|
2KIP
|
Humidity
|
50 %
|
Temperature
|
72 F
|
Sample 1 Median Thickness
|
0.069 in
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
Sample 1 Ultimate Tensile
|
2601.2 lbf/in^2
|
Sample 1 Elongation (350% Min)
|
Pass
|
Sample 2 Median Thickness
|
0.071 in
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
Sample 2 Ultimate Tensile
|
2528.1 lbf/in^2
|
Sample 2 Elongation (350% Min)
|
Pass
|
Sample 3 Median Thickness
|
0.066 in
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
Sample 3 Ultimate Tensile
|
2666.7 lbf/in^2
|
Sample 3 Elongation (350% Min)
|
Pass
|
Median of the Ultimate Tensile Values
|
2601.2 lbf/in^2
|
Test 3 of 4
DIME Test ID: 2017-11-28-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/19/2017
Date Tested: 12/07/2017
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
|
0.076 in
|
Sample 1 Tear Strength
|
223.7 lbf / in
|
Sample 2 Median Thickness
|
0.069 in
|
Sample 2 Tear Strength
|
246.4 lbf / in
|
Sample 3 Median Thickness
|
0.065 in
|
Sample 3 Tear Strength
|
230.8 lbf / in
|
Median of the Tear Strength Values
|
230.8 lb/in
|
Test 4 of 4
DIME Test ID: 2017-11-28-1-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 12/19/2017
Date Tested: 12/11/2017
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: