Sample Record for 2025-08-14-88
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000211 DEA: 112N0204 EFIS: 1117000168
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-76-R17.2/24.1
Work Description: COLD PLANE AND OVERLAY WITH RHMA GAP GRADED.
Location Description: SAN DIEGO COUNTY NEAR PALA FROM ROUTE 76/15 SEPARATION TO PALA MISSION ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13400 Sabre Spring Parkway Ste 200, San Diego, CA 92128
Resident Engineer: Fahad Masud Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-08-14-88
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: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 08/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2025
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 25-08-14-88-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
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: 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: 23417105 MM
Test Results
Test 1 of 12
DIME Test ID: 2025-08-14-88-9
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: 08/28/2025
Date Tested: 08/27/2025
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:
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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?
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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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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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1546.4 grams
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Mass of container filled with the sample and water for Sample 1
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8393.7 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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2.461
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Theoretical maximum density at 25°C (77°F)
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153.2 lb/ft^3
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Test 2 of 12
DIME Test ID: 2025-08-14-88-8
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: 08/28/2025
Date Tested: 08/27/2025
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 3 of 12
DIME Test ID: 2025-08-14-88-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/28/2025
Date Tested: 08/27/2025
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:
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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 %
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|
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
|
95 %
|
|
Cumulative percent passing the 1/2 in. sieve
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80 %
|
|
Cumulative percent passing the 3/8 in. sieve
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68 %
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|
Cumulative percent passing the #4 sieve
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45 %
|
|
Cumulative percent passing the #8 sieve
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35 %
|
|
Cumulative percent passing the #16 sieve
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22 %
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|
Cumulative percent passing the #30 sieve
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16 %
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|
Cumulative percent passing the #50 sieve
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8 %
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Cumulative percent passing the #100 sieve
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4 %
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Cumulative percent passing the #200 sieve
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2.5 %
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Test 4 of 12
DIME Test ID: 2025-08-14-88-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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:
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Is an aggregate correction factor used?
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No
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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 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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97 %
|
|
Cumulative percent passing the 1/2 in. sieve
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84 %
|
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Cumulative percent passing the 3/8 in. sieve
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74 %
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|
Cumulative percent passing the #4 sieve
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50 %
|
|
Cumulative percent passing the #8 sieve
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40 %
|
|
Cumulative percent passing the #16 sieve
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29 %
|
|
Cumulative percent passing the #30 sieve
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20 %
|
|
Cumulative percent passing the #50 sieve
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13 %
|
|
Cumulative percent passing the #100 sieve
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8 %
|
|
Cumulative percent passing the #200 sieve
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5.3 %
|
Test 5 of 12
DIME Test ID: 2025-08-14-88-11
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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 6 of 12
DIME Test ID: 2025-08-14-88-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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:
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Method
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1 - Combined Fracture Determination
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Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced
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Percentage of fractured, coarse, 2 faced particles tested
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98.5 %
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Percentage of fractured, coarse, 1 faced particles tested
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99 %
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Test 7 of 12
DIME Test ID: 2025-08-14-88-7
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: 08/28/2025
Date Tested: 08/28/2025
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:
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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 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
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1.3 %
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Weighted percentage of particles (by number) that were neither flat nor elongated
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98.7 %
|
Test 8 of 12
DIME Test ID: 2025-08-14-88-2
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: 08/28/2025
Date Tested: 08/28/2025
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:
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Grading designation
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C
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Mass of sample on No.12 sieve (after 500 revolutions)
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4365 grams
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Percent loss after 100 revolutions
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6 %
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Percent loss after 500 revolutions
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13 %
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Test 9 of 12
DIME Test ID: 2025-08-14-88-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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:
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Bulk specific gravity
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2.614
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Bulk specific gravity (SSD Basis)
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2.646
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Apparent specific gravity
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2.701
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Absorption
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1.2 %
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Test 10 of 12
DIME Test ID: 2025-08-14-88-3
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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:
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What test method is performed?
|
Method A
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Bulk dry specific gravity
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2.614
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Average uncompacted voids
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45.5 %
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Test 11 of 12
DIME Test ID: 2025-08-14-88-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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
|
97 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
|
Cumulative percent passing the #4 sieve
|
67 %
|
|
Cumulative percent passing the #8 sieve
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53 %
|
|
Cumulative percent passing the #16 sieve
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41 %
|
|
Cumulative percent passing the #30 sieve
|
30 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
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13 %
|
|
Cumulative percent passing the #200 sieve
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9.2 %
|
Test 12 of 12
DIME Test ID: 2025-08-14-88-12
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/28/2025
Date Tested: 08/28/2025
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
|
2.726
|
|
Absorption
|
0.9 %
|
