Sample Record for 2023-04-23-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215666 DEA: 11430564 EFIS: 1119000015
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-67-R6.0/24.4
Work Description: COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location Description: SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
Contractor Name: ATP General Engineering
Contractor Address: 4211 Ponderosa Ave, Suite C, San Diego, CA 92123
Resident Engineer: Victor Mercado Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-04-23-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 04/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2023
The quantity of what the sample constitutes: 12 boxes 2 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Supplier
Laboratory sample identification: 23-7206-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-37-0036
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: At the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2023-04-23-5-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
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|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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99 %
|
|
Cumulative percent passing the 1/2 in. sieve
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87 %
|
|
Cumulative percent passing the 3/8 in. sieve
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69 %
|
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Cumulative percent passing the #4 sieve
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43 %
|
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Cumulative percent passing the #8 sieve
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31 %
|
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Cumulative percent passing the #16 sieve
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25 %
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Cumulative percent passing the #30 sieve
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19 %
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Cumulative percent passing the #50 sieve
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13 %
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Cumulative percent passing the #100 sieve
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8 %
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Cumulative percent passing the #200 sieve
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5.1 %
|
Test 2 of 10
DIME Test ID: 2023-04-23-5-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced
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|
Percentage of questionable, coarse, 2 faced particles tested
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no data0 %
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|
Percentage of fractured, coarse, 2 faced particles tested
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100 %
|
Test 3 of 10
DIME Test ID: 2023-04-23-5-3
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: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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A
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Determination
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By Number
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Dimensional ratio used
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5:1
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Weighted percentage of particles (by number) that were flat
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no data0 %
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Weighted percentage of particles (by number) that were elongated
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0 %
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|
Weighted percentage of particles (by number) that were both flat and elongated
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0 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
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0 %
|
Test 4 of 10
DIME Test ID: 2023-04-23-5-4
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: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 10
DIME Test ID: 2023-04-23-5-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Non Plastic
Test Result Compliance: complies
Additional Comments When Verified:
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Plastic limit (PL)
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no data0 %
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Test 6 of 10
DIME Test ID: 2023-04-23-5-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk specific gravity
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2.571
|
|
Bulk specific gravity (SSD Basis)
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2.607
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Apparent specific gravity
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2.666
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Absorption
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1.4 %
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Test 7 of 10
DIME Test ID: 2023-04-23-5-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Basis for relative density testing
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Bulk
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|
Specific Gravity
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2.569
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Absorption
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1.7 %
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Test 8 of 10
DIME Test ID: 2023-04-23-5-8
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: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Grading designation
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B
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|
Mass of sample on No.12 sieve (after 500 revolutions)
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4060 grams
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Percent loss after 100 revolutions
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4 %
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Percent loss after 500 revolutions
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19 %
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Test 9 of 10
DIME Test ID: 2023-04-23-5-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What test method is performed?
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Method A
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Bulk dry specific gravity
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2.571
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|
Average uncompacted voids
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46.3 %
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Test 10 of 10
DIME Test ID: 2023-04-23-5-10
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/15/2023
Date Tested: 05/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP Testing
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7477.4 grams
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Mass of oven-dry sample in air for Sample 1
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1632.4 grams
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Mass of container filled with the sample and water for Sample 1
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8452.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.483
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Theoretical maximum density at 25°C (77°F)
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154.6 lb/ft^3
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