Sample Record for 2024-10-23-51
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993529 DEA: 11430514 EFIS: 1119000008
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao
Sample Information
DIME Sample ID: 2024-10-23-51
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: 10/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2024
The quantity of what the sample constitutes: 3 Bags
A brief description of the sample: 3/4" HMA RPSU
From where was the sample collected: Source
Laboratory sample identification: 6672-RPSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-33-0098
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: 53417105 MM
Test Results
Test 1 of 12
DIME Test ID: 2024-10-23-51-12
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 11/06/2024
Date Tested: 10/30/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 12
DIME Test ID: 2024-10-23-51-4
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: 11/06/2024
Date Tested: 10/30/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 12
DIME Test ID: 2024-10-23-51-11
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
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
|
86 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
75 %
|
|
Cumulative percent passing the #4 sieve
|
51 %
|
|
Cumulative percent passing the #8 sieve
|
33 %
|
|
Cumulative percent passing the #16 sieve
|
20 %
|
|
Cumulative percent passing the #30 sieve
|
13 %
|
|
Cumulative percent passing the #50 sieve
|
8 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
3.3 %
|
Test 4 of 12
DIME Test ID: 2024-10-23-51-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test: RAP
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
4.6 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
6.4 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
3.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
2.6 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
2.1 %
|
|
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
|
98 %
|
|
Cumulative percent passing the #4 sieve
|
75 %
|
|
Cumulative percent passing the #8 sieve
|
59 %
|
|
Cumulative percent passing the #16 sieve
|
47 %
|
|
Cumulative percent passing the #30 sieve
|
39 %
|
|
Cumulative percent passing the #50 sieve
|
28 %
|
|
Cumulative percent passing the #100 sieve
|
19 %
|
|
Cumulative percent passing the #200 sieve
|
13.6 %
|
Test 5 of 12
DIME Test ID: 2024-10-23-51-9
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: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test: RAP
Test Result Compliance: complies
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
|
1547.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8406.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.512
|
|
Theoretical maximum density at 25°C (77°F)
|
156.4 lb/ft^3
|
Test 6 of 12
DIME Test ID: 2024-10-23-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
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
|
69 %
|
|
Cumulative percent passing the #4 sieve
|
49 %
|
|
Cumulative percent passing the #8 sieve
|
35 %
|
|
Cumulative percent passing the #16 sieve
|
22 %
|
|
Cumulative percent passing the #30 sieve
|
14 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.1 %
|
Test 7 of 12
DIME Test ID: 2024-10-23-51-3
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: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Number
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by number) that were flat and elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were not flat and elongated
|
0 %
|
Test 8 of 12
DIME Test ID: 2024-10-23-51-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 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, fine, 1 faced particles tested
|
100 %
|
Test 9 of 12
DIME Test ID: 2024-10-23-51-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.622
|
|
Absorption
|
1.2 %
|
Test 10 of 12
DIME Test ID: 2024-10-23-51-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
|
2.625
|
|
Bulk specific gravity (SSD Basis)
|
2.670
|
|
Apparent specific gravity
|
2.747
|
|
Absorption
|
1.7 %
|
Test 11 of 12
DIME Test ID: 2024-10-23-51-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/06/2024
Date Tested: 10/31/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.625
|
|
Average uncompacted voids
|
46.8 %
|
Test 12 of 12
DIME Test ID: 2024-10-23-51-7
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: 11/06/2024
Date Tested: 11/04/2024
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) 518-8709
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
|
B
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4167 grams
|
|
Percent loss after 100 revolutions
|
6 %
|
|
Percent loss after 500 revolutions
|
17 %
|
