Sample Record for 2024-03-14-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213457 DEA: 11430434 EFIS: 1118000197
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-12.9/14.6,14.9
Work Description: HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location Description: SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
Contractor Name: Griffith Company
Contractor Address: 13400 Sabre Springs Parkway, Suite 200, SAN DIEGO, CA 92128
Resident Engineer: Chad Lim Structure Rep.: Janelle Clanton
Sample Information
DIME Sample ID: 2024-03-14-27
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: 03/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2024
The quantity of what the sample constitutes: 3 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 7815-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-37-0035
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
DIME Test ID: 2024-03-14-27-11
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: 03/26/2024
Date Tested: 03/19/2024
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 Rice Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
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What is the unit of measurement for theoretical density?
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US Units
|
|
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 1
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7477.1 grams
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Mass of oven-dry sample in air for Sample 1
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1546.9 grams
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Mass of container filled with the sample and water for Sample 1
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8392.1 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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2.448
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Theoretical maximum density at 25°C (77°F)
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152.4 lb/ft^3
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Test
DIME Test ID: 2024-03-14-27-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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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Is an aggregate correction factor used?
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No
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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
|
100 %
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|
Cumulative percent passing the 1 in. sieve
|
100 %
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|
Cumulative percent passing the 3/4 in. sieve
|
100 %
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|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
98 %
|
|
Cumulative percent passing the #4 sieve
|
79 %
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|
Cumulative percent passing the #8 sieve
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60 %
|
|
Cumulative percent passing the #16 sieve
|
43 %
|
|
Cumulative percent passing the #30 sieve
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29 %
|
|
Cumulative percent passing the #50 sieve
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16 %
|
|
Cumulative percent passing the #100 sieve
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7 %
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|
Cumulative percent passing the #200 sieve
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0.9 %
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Test
DIME Test ID: 2024-03-14-27-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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
DIME Test ID: 2024-03-14-27-4
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: 03/26/2024
Date Tested: 03/20/2024
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: 2024-03-14-27-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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 results are within specification limits.
Test Result Compliance: complies
Additional Comments When Verified:
|
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 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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96 %
|
|
Cumulative percent passing the 1/2 in. sieve
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78 %
|
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Cumulative percent passing the 3/8 in. sieve
|
66 %
|
|
Cumulative percent passing the #4 sieve
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49 %
|
|
Cumulative percent passing the #8 sieve
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38 %
|
|
Cumulative percent passing the #16 sieve
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29 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
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3.6 %
|
Test
DIME Test ID: 2024-03-14-27-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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 results are within specification limits.
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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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 %
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Percentage of questionable, fine, 1 faced particles tested
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no data0 %
|
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Percentage of fractured, coarse, 2 faced particles tested
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100 %
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Percentage of fractured, fine, 1 faced particles tested
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98 %
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Test
DIME Test ID: 2024-03-14-27-3
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: 03/26/2024
Date Tested: 03/20/2024
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 results are within specification limits.
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Number
|
|
Dimensional ratio used
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5:1
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Weighted percentage of particles (by number) that were flat and elongated
|
0 %
|
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Weighted percentage of particles (by number) that were not flat and elongated
|
0 %
|
Test
DIME Test ID: 2024-03-14-27-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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: Complied
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
|
2.589
|
|
Bulk specific gravity (SSD Basis)
|
2.648
|
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Apparent specific gravity
|
2.751
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Absorption
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2.3 %
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Test
DIME Test ID: 2024-03-14-27-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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 results are within specification limits.
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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Bulk dry specific gravity
|
2.589
|
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Average uncompacted voids
|
45.2 %
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Test
DIME Test ID: 2024-03-14-27-8
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: 03/26/2024
Date Tested: 03/20/2024
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
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Mass of sample on No.12 sieve (after 500 revolutions)
|
4355 grams
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Percent loss after 100 revolutions
|
4 %
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Percent loss after 500 revolutions
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13 %
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Test
DIME Test ID: 2024-03-14-27-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 03/26/2024
Date Tested: 03/20/2024
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:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.705
|
|
Absorption
|
0.8 %
|
