Sample Record for 2025-07-15-85
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Project Information
Project ID: 1001060 DEA: 112N2344 EFIS: 1124000192
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-0.4/T2.8
Work Description: COLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: Unknown
Resident Engineer: Alex Balce Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-07-15-85
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: Verification
Type of Material: Aggregate
Sample Taken Date: 07/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2025
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification: 25-07-15-85-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
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: 220817 Otay Val
Test Results
Test 1 of 12
DIME Test ID: 2025-07-15-85-4
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: 07/30/2025
Date Tested: 07/30/2025
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 2 of 12
DIME Test ID: 2025-07-15-85-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/30/2025
Date Tested: 07/30/2025
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 type of gradation is being tested?
|
Combined Gradation
|
|
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
|
97 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
80 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66 %
|
|
Cumulative percent passing the #4 sieve
|
40 %
|
|
Cumulative percent passing the #8 sieve
|
27 %
|
|
Cumulative percent passing the #16 sieve
|
19 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
7 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3 %
|
Test 3 of 12
DIME Test ID: 2025-07-15-85-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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:
|
Method
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced
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|
Weighted average percentage of fractured, coarse, 2 faced particles
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93.9 %
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
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98.6 %
|
Test 4 of 12
DIME Test ID: 2025-07-15-85-3
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: 08/01/2025
Date Tested: 07/31/2025
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:
|
Method
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A
|
|
Determination
|
By Number
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by number) that were flat
|
no data0 %
|
|
Weighted percentage of particles (by number) that were elongated
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0 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
|
1.5 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
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98.5 %
|
Test 5 of 12
DIME Test ID: 2025-07-15-85-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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:
|
Bulk specific gravity
|
2.669
|
|
Bulk specific gravity (SSD Basis)
|
2.700
|
|
Apparent specific gravity
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2.755
|
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Absorption
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1.2 %
|
Test 6 of 12
DIME Test ID: 2025-07-15-85-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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:
|
Basis for relative density testing
|
Bulk SSD
|
|
Specific Gravity
|
2.712
|
|
Absorption
|
1.1 %
|
Test 7 of 12
DIME Test ID: 2025-07-15-85-7
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: 08/01/2025
Date Tested: 07/31/2025
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:
|
Grading designation
|
C
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|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4396 grams
|
|
Percent loss after 100 revolutions
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4 %
|
|
Percent loss after 500 revolutions
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12 %
|
Test 8 of 12
DIME Test ID: 2025-07-15-85-12
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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 9 of 12
DIME Test ID: 2025-07-15-85-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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 test method is performed?
|
Method A
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|
Bulk dry specific gravity
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2.669
|
|
Average uncompacted voids
|
46.8 %
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Test 10 of 12
DIME Test ID: 2025-07-15-85-9
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: 08/01/2025
Date Tested: 08/01/2025
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: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1531.5 grams
|
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Mass of container filled with the sample and water for Sample 1
|
8411.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.572
|
|
Theoretical maximum density at 25°C (77°F)
|
160.1 lb/ft^3
|
Test 11 of 12
DIME Test ID: 2025-07-15-85-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/05/2025
Date Tested: 08/01/2025
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: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
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
|
93 %
|
|
Cumulative percent passing the #4 sieve
|
24 %
|
|
Cumulative percent passing the #8 sieve
|
17 %
|
|
Cumulative percent passing the #16 sieve
|
14 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
4.9 %
|
Test 12 of 12
DIME Test ID: 2025-07-15-85-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/08/2025
Date Tested: 08/08/2025
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: not applicable
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
72 %
|
|
Cumulative percent passing the #4 sieve
|
41 %
|
|
Cumulative percent passing the #8 sieve
|
26 %
|
|
Cumulative percent passing the #16 sieve
|
18 %
|
|
Cumulative percent passing the #30 sieve
|
12 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.2 %
|
