Sample Record for 2023-09-18-62
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994617 DEA: 112N1664 EFIS: 1122000153
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-44.7/53.0
Work Description: COLD PLANE, RHMA OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR SUNSHINE SUMMIT FROM 1.2 MILES NORTH OF ACORN CREEK BRIDGE TO RIVERSIDE COUNTY LINE
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: Unknown
Resident Engineer: BEN HANEY Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-09-18-62
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: 09/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 9601-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
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 9
DIME Test ID: 2023-09-18-62-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/03/2023
Date Tested: 09/25/2023
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
|
2.516
|
|
Bulk specific gravity (SSD Basis)
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2.575
|
|
Apparent specific gravity
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2.672
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Absorption
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2.3 %
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Test 2 of 9
DIME Test ID: 2023-09-18-62-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/03/2023
Date Tested: 09/29/2023
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
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Bulk
|
|
Specific Gravity
|
2.623
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|
Absorption
|
0.8 %
|
Test 3 of 9
DIME Test ID: 2023-09-18-62-7
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: 10/03/2023
Date Tested: 09/29/2023
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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4353 grams
|
|
Percent loss after 100 revolutions
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3 %
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Percent loss after 500 revolutions
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13 %
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Test 4 of 9
DIME Test ID: 2023-09-18-62-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/03/2023
Date Tested: 09/29/2023
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?
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Method A
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Bulk dry specific gravity
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2.516
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|
Average uncompacted voids
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46 %
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Test 5 of 9
DIME Test ID: 2023-09-18-62-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/03/2023
Date Tested: 09/29/2023
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 type of gradation is being tested?
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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
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
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63 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
51 %
|
|
Cumulative percent passing the #4 sieve
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38 %
|
|
Cumulative percent passing the #8 sieve
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27 %
|
|
Cumulative percent passing the #16 sieve
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16 %
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|
Cumulative percent passing the #30 sieve
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11 %
|
|
Cumulative percent passing the #50 sieve
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7 %
|
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Cumulative percent passing the #100 sieve
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5 %
|
|
Cumulative percent passing the #200 sieve
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3.8 %
|
Test 6 of 9
DIME Test ID: 2023-09-18-62-4
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: 10/03/2023
Date Tested: 09/25/2023
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 7 of 9
DIME Test ID: 2023-09-18-62-3
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: 10/03/2023
Date Tested: 09/29/2023
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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B
|
|
Determination
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By Number
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|
Dimensional ratio used
|
5:1
|
|
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 8 of 9
DIME Test ID: 2023-09-18-62-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/03/2023
Date Tested: 09/29/2023
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
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced and Fine 1 Faced
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|
Percentage of questionable, coarse, 2 faced particles tested
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no data0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 9 of 9
DIME Test ID: 2023-09-18-62-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/03/2023
Date Tested: 09/29/2023
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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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
|
93 %
|
|
Cumulative percent passing the #4 sieve
|
72 %
|
|
Cumulative percent passing the #8 sieve
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53 %
|
|
Cumulative percent passing the #16 sieve
|
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
|
8.4 %
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