Sample Record for 2023-08-01-93
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: 2023-08-01-93
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 08/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2023
The quantity of what the sample constitutes: 12 boxes 4 bags
A brief description of the sample: 3/4" HMA
From where was the sample collected: Source
Laboratory sample identification: 5210-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC
Material Information
Source Identification (SMARA, name of Pit or Job Site): N/A
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: 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 11
DIME Test ID: 2023-08-01-93-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
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
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
|
Cumulative percent passing the #4 sieve
|
51 %
|
|
Cumulative percent passing the #8 sieve
|
37 %
|
|
Cumulative percent passing the #16 sieve
|
30 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
5.1 %
|
Test 2 of 11
DIME Test ID: 2023-08-01-93-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
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 questionable, coarse, 2 faced particles tested
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0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
98 %
|
Test 3 of 11
DIME Test ID: 2023-08-01-93-3
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: 10/12/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
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
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5:1
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|
Weighted percentage of particles (by number) that were flat and elongated
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0 %
|
|
Weighted percentage of particles (by number) that were not flat and elongated
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0 %
|
Test 4 of 11
DIME Test ID: 2023-08-01-93-4
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: 10/12/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 11
DIME Test ID: 2023-08-01-93-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 10/12/2023
Date Tested: 09/28/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 6 of 11
DIME Test ID: 2023-08-01-93-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/12/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
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2.603
|
|
Bulk specific gravity (SSD Basis)
|
2.638
|
|
Apparent specific gravity
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2.696
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Absorption
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1.3 %
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Test 7 of 11
DIME Test ID: 2023-08-01-93-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.695
|
|
Absorption
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0.9 %
|
Test 8 of 11
DIME Test ID: 2023-08-01-93-8
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: 10/12/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
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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4392 grams
|
|
Percent loss after 100 revolutions
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3 %
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Percent loss after 500 revolutions
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12 %
|
Test 9 of 11
DIME Test ID: 2023-08-01-93-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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|
Bulk dry specific gravity
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2.603
|
|
Average uncompacted voids
|
46.4 %
|
Test 10 of 11
DIME Test ID: 2023-08-01-93-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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No
|
|
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
|
99 %
|
|
Cumulative percent passing the #4 sieve
|
89 %
|
|
Cumulative percent passing the #8 sieve
|
75 %
|
|
Cumulative percent passing the #16 sieve
|
60 %
|
|
Cumulative percent passing the #30 sieve
|
45 %
|
|
Cumulative percent passing the #50 sieve
|
31 %
|
|
Cumulative percent passing the #100 sieve
|
20 %
|
|
Cumulative percent passing the #200 sieve
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12.7 %
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Test 11 of 11
DIME Test ID: 2023-08-01-93-11
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/12/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: RAP Rice
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water 1
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7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1549.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8391.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.441
|
|
Theoretical maximum density at 25°C (77°F)
|
151.9 lb/ft^3
|
