Sample Record for 2026-08-19-34
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001687 DEA: 11430344 EFIS: 1118000104
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5,54,94,125-Var
Work Description: CULVERTS RESTORATION, RHMA, JPCP, ISR, BARRIER, LANDSCAPE, ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRIFFITH COMPANY
Contractor Address: 13520 Evening Creek Drive, Suite 400, San Diego, CA 92128
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2026-08-19-34
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: JMF Verification
Type of Material: Aggregate
Sample Taken Date: 08/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2026
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: JMFV
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside
Material Information
Source Identification (SMARA, name of Pit or Job Site): See Mix
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: 23418180T3
Test Results
Test
DIME Test ID: 2026-08-19-34-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2026
Date Tested: 08/27/2026
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: N/A
Test Result Compliance: not applicable
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
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87 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
69 %
|
|
Cumulative percent passing the #4 sieve
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26 %
|
|
Cumulative percent passing the #8 sieve
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20 %
|
|
Cumulative percent passing the #16 sieve
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13 %
|
|
Cumulative percent passing the #30 sieve
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9 %
|
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Cumulative percent passing the #50 sieve
|
5 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
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2.2 %
|
Test
DIME Test ID: 2026-08-19-34-2
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: 09/09/2026
Date Tested: 08/27/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
Test
DIME Test ID: 2026-08-19-34-3
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: 09/09/2026
Date Tested: 08/27/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
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Grading designation
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B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
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3684 grams
|
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Percent loss after 100 revolutions
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5 %
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Percent loss after 500 revolutions
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26 %
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Test
DIME Test ID: 2026-08-19-34-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/09/2026
Date Tested: 08/27/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk specific gravity
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2.595
|
|
Bulk specific gravity (SSD Basis)
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2.625
|
|
Apparent specific gravity
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2.675
|
|
Absorption
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1.2 %
|
Test
DIME Test ID: 2026-08-19-34-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 09/09/2026
Date Tested: 08/27/2026
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: Complies
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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2.595
|
|
Average uncompacted voids
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46.1 %
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Test
DIME Test ID: 2026-08-19-34-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/09/2026
Date Tested: 08/27/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.737
|
|
Absorption
|
0.8 %
|
Test
DIME Test ID: 2026-08-19-34-7
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: 09/09/2026
Date Tested: 08/27/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
0 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test
DIME Test ID: 2026-08-19-34-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/09/2026
Date Tested: 08/27/2026
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: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
no data0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
no data0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
99 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
