Sample Record for 2022-01-31-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993287 DEA: 112T35U4 EFIS: 1121000195
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4/R52.6
Work Description: CMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location Description: IN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
Contractor Name: Flatironcorp
Contractor Address: 1525 Faraday Avenue, Suite 180, Carlsbad, CA 92008
Resident Engineer: Steve McMillan Structure Rep.: Rafael Lopez
Sample Information
DIME Sample ID: 2022-01-31-9
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: 01/31/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/01/2022
The quantity of what the sample constitutes: 12 boxes, 3 bags, 2 cans
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification:
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:
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2022-01-31-9-10
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: 08/29/2024
Date Tested: 02/03/2022
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
|
|
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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1564.4 grams
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Mass of container filled with the sample and water for Sample 1
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8392 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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2.408
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 2 of 10
DIME Test ID: 2022-01-31-9-7
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: 08/29/2024
Date Tested: 02/02/2022
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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4510 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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10 %
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Test 3 of 10
DIME Test ID: 2022-01-31-9-4
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: 08/29/2024
Date Tested: 02/03/2022
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: PASSED
Test Result Compliance: complies
Additional Comments When Verified:
Test 4 of 10
DIME Test ID: 2022-01-31-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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: FAILED
Test Result Compliance: does not comply
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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no data0 %
|
|
Cumulative percent passing the 1/2 in. sieve
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92.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
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75.9 %
|
|
Cumulative percent passing the #4 sieve
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45.7 %
|
|
Cumulative percent passing the #8 sieve
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31.6 %
|
|
Cumulative percent passing the #16 sieve
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23 %
|
|
Cumulative percent passing the #30 sieve
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15.7 %
|
|
Cumulative percent passing the #50 sieve
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9.2 %
|
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Cumulative percent passing the #100 sieve
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5.7 %
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|
Cumulative percent passing the #200 sieve
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4.21 %
|
Test 5 of 10
DIME Test ID: 2022-01-31-9-11
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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: Pass
Test Result Compliance: complies
Additional Comments When Verified:
|
Basis for relative density testing
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Bulk
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|
Specific Gravity
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2.716
|
|
Absorption
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1 %
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Test 6 of 10
DIME Test ID: 2022-01-31-9-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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: PASSED
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
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2.683
|
|
Bulk specific gravity (SSD Basis)
|
2.709
|
|
Apparent specific gravity
|
2.754
|
|
Absorption
|
1 %
|
Test 7 of 10
DIME Test ID: 2022-01-31-9-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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:
Additional Comments When Verified:
|
What test method is performed?
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Method A
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Bulk dry specific gravity
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2.683
|
|
Average uncompacted voids
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56.9 %
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Test 8 of 10
DIME Test ID: 2022-01-31-9-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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: PASSED
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
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96 %
|
Test 9 of 10
DIME Test ID: 2022-01-31-9-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/29/2024
Date Tested: 02/03/2022
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: PASSED
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
No
|
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Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98 %
|
|
Cumulative percent passing the #4 sieve
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75 %
|
|
Cumulative percent passing the #8 sieve
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58 %
|
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Cumulative percent passing the #16 sieve
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45 %
|
|
Cumulative percent passing the #30 sieve
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34 %
|
|
Cumulative percent passing the #50 sieve
|
24 %
|
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Cumulative percent passing the #100 sieve
|
15 %
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Cumulative percent passing the #200 sieve
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9 %
|
Test 10 of 10
DIME Test ID: 2022-01-31-9-3
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: 08/29/2024
Date Tested: 02/03/2022
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: PASSED 93%
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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B
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Determination
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By Number
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Dimensional ratio used
|
5:1
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Weighted percentage of particles (by number) that were flat and elongated
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7 %
|
|
Weighted percentage of particles (by number) that were not flat and elongated
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93 %
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