Sample Record for 2024-06-04-48
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994331 DEA: 11430254 EFIS: 1118000079
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-52-5.1/9.0
Work Description: CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING
Contractor Name: CSI/CJA A JOINT VENTURE
Contractor Address: 9685 VIA EXCLENCIA STREET #200, SAN DIEGO, CA 92126
Resident Engineer: karl Hartline Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-04-48
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: 06/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2024
The quantity of what the sample constitutes: 3 bags
A brief description of the sample: HMA
From where was the sample collected: Source
Laboratory sample identification: 0801-JMF
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: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 15
DIME Test ID: 2024-06-04-48-11
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: 06/11/2024
Date Tested: 06/06/2024
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 Target -2.646
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
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1555.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8398 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.452
|
|
Theoretical maximum density at 25°C (77°F)
|
152.6 lb/ft^3
|
Test 2 of 15
DIME Test ID: 2024-06-04-48-4
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: 06/11/2024
Date Tested: 06/07/2024
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 3 of 15
DIME Test ID: 2024-06-04-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 08/05/2024. The corrected test ID is: 2024-06-04-48-14
Reason: retested
Test 4 of 15
DIME Test ID: 2024-06-04-48-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/11/2024
Date Tested: 06/10/2024
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:
|
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
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
87 %
|
|
Cumulative percent passing the #4 sieve
|
63 %
|
|
Cumulative percent passing the #8 sieve
|
44 %
|
|
Cumulative percent passing the #16 sieve
|
30 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
0.4 %
|
Test 5 of 15
DIME Test ID: 2024-06-04-48-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/11/2024
Date Tested: 06/07/2024
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 6 of 15
DIME Test ID: 2024-06-04-48-8
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: 06/11/2024
Date Tested: 06/10/2024
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:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
3627 grams
|
|
Percent loss after 100 revolutions
|
7 %
|
|
Percent loss after 500 revolutions
|
28 %
|
Test 7 of 15
DIME Test ID: 2024-06-04-48-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/11/2024
Date Tested: 06/11/2024
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:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
99 %
|
Test 8 of 15
DIME Test ID: 2024-06-04-48-3
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: 06/11/2024
Date Tested: 06/11/2024
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:
|
Method
|
A
|
|
Determination
|
By Number
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by number) that were flat
|
no data0 %
|
|
Weighted percentage of particles (by number) that were elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
|
8 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
|
292 %
|
Test 9 of 15
DIME Test ID: 2024-06-04-48-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 06/17/2024. The corrected test ID is: 2024-06-04-48-13
Reason: retested
Test 10 of 15
DIME Test ID: 2024-06-04-48-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/11/2024
Date Tested: 06/11/2024
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 SSD
|
|
Specific Gravity
|
2.772
|
|
Absorption
|
0.6 %
|
Test 11 of 15
DIME Test ID: 2024-06-04-48-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 06/17/2024. The corrected test ID is: 2024-06-04-48-12
Reason: retested
Test 12 of 15
DIME Test ID: 2024-06-04-48-12
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/17/2024
Date Tested: 06/11/2024
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: PASS
The test was superseded from test ID: 2024-06-04-48-9
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.513
|
|
Average uncompacted voids
|
45.1 %
|
Test 13 of 15
DIME Test ID: 2024-06-04-48-13
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/17/2024
Date Tested: 06/11/2024
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
The test was superseded from test ID: 2024-06-04-48-6
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
|
2.513
|
|
Bulk specific gravity (SSD Basis)
|
2.578
|
|
Apparent specific gravity
|
2.689
|
|
Absorption
|
2.6 %
|
Test 14 of 15
DIME Test ID: 2024-06-04-48-14
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/28/2024
Date Tested: 06/10/2024
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
The test was superseded from test ID: 2024-06-04-48-1
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
99 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
34 %
|
|
Cumulative percent passing the #8 sieve
|
32 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
15 %
|
|
Cumulative percent passing the #50 sieve
|
6 %
|
|
Cumulative percent passing the #100 sieve
|
no data0 %
|
|
Cumulative percent passing the #200 sieve
|
0.1 %
|
Test 15 of 15
DIME Test ID: 2024-06-04-48-15
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/05/2024
Date Tested: 08/05/2024
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:
|
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
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
81 %
|
|
Cumulative percent passing the #4 sieve
|
58 %
|
|
Cumulative percent passing the #8 sieve
|
49 %
|
|
Cumulative percent passing the #16 sieve
|
37 %
|
|
Cumulative percent passing the #30 sieve
|
24 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4 %
|
