Sample Record for 2021-10-06-27
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Project Information
Project ID: 213811 DEA: 112T2184 EFIS: 1116000174
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R38.4/R47.3
Work Description: (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location Description: IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1525 Faraday Ave. #180, Carlsbad, CA 92008
Resident Engineer: Yong Pak Structure Rep.: Cailyn Le
Sample Information
DIME Sample ID: 2021-10-06-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 10/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2021
The quantity of what the sample constitutes: 6 Bags of Aggregate
A brief description of the sample: JMF 1/2" HMA-O-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0596O-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-37-0035::CHULA VISTA
The fabricator's/manufacturer's product name for the sample: 1/2 HMA-O-SP
The fabricator/manufacturer designation for the sample:
The plant number: 326114 Otay SJR
A detailed description of where the material sample was collected: Belt Cut at Vulcan Otay
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2021-10-06-27-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/25/2021
Date Tested: 10/20/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: Combined Virgin Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
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Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
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Cumulative percent passing the #4 sieve
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26 %
|
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Cumulative percent passing the #8 sieve
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14 %
|
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Cumulative percent passing the #16 sieve
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9 %
|
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Cumulative percent passing the #30 sieve
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6 %
|
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Cumulative percent passing the #50 sieve
|
4 %
|
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Cumulative percent passing the #100 sieve
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3 %
|
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Cumulative percent passing the #200 sieve
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2.6 %
|
Test 2 of 6
DIME Test ID: 2021-10-06-27-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/25/2021
Date Tested: 10/22/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.605
|
|
Bulk specific gravity (SSD Basis)
|
2.670
|
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Apparent specific gravity
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2.784
|
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Absorption
|
2.5 %
|
Test 3 of 6
DIME Test ID: 2021-10-06-27-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/25/2021
Date Tested: 10/22/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
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2.698
|
|
Absorption
|
1 %
|
Test 4 of 6
DIME Test ID: 2021-10-06-27-4
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 10/25/2021
Date Tested: 10/25/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
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4282 grams
|
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Percent loss after 100 revolutions
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3 %
|
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Percent loss after 500 revolutions
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14 %
|
Test 5 of 6
DIME Test ID: 2021-10-06-27-5
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 10/25/2021
Date Tested: 10/25/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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B
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Determination
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By Mass
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Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
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2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
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98 %
|
Test 6 of 6
DIME Test ID: 2021-10-06-27-6
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/25/2021
Date Tested: 10/20/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
