Sample Record for 2022-03-07-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213811 DEA: 112T2184 EFIS: 1116000174
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R38.4/R47.3
Work Description: (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location Description: IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1525 Faraday Ave. #180, Carlsbad, CA 92008
Resident Engineer: Yong Pak Structure Rep.: Cailyn Le
Sample Information
DIME Sample ID: 2022-03-07-7
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: 03/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2022
The quantity of what the sample constitutes: 3 bags, 12 boxes, 3 cans
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Job Site
Laboratory sample identification:
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::CHULA VISTA
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: At 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 9
DIME Test ID: 2022-03-07-7-4
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: 08/29/2024
Date Tested: 03/08/2022
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 2 of 9
DIME Test ID: 2022-03-07-7-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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
|
83 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
80.2 %
|
|
Cumulative percent passing the #4 sieve
|
40.1 %
|
|
Cumulative percent passing the #8 sieve
|
37.6 %
|
|
Cumulative percent passing the #16 sieve
|
33.5 %
|
|
Cumulative percent passing the #30 sieve
|
28.2 %
|
|
Cumulative percent passing the #50 sieve
|
21.7 %
|
|
Cumulative percent passing the #100 sieve
|
14.7 %
|
|
Cumulative percent passing the #200 sieve
|
7.4 %
|
Test 3 of 9
DIME Test ID: 2022-03-07-7-10
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: 08/29/2024
Date Tested: 03/11/2022
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: Rice for the 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
|
no data
|
|
Mass of container filled with water
|
7477.4 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1535.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8400 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.504
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 4 of 9
DIME Test ID: 2022-03-07-7-3
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: 08/29/2024
Date Tested: 03/11/2022
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
|
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
|
100 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
|
0 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
|
0 %
|
Test 5 of 9
DIME Test ID: 2022-03-07-7-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
98 %
|
Test 6 of 9
DIME Test ID: 2022-03-07-7-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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
|
Bulk SSD
|
|
Specific Gravity
|
2.73
|
|
Absorption
|
1 %
|
Test 7 of 9
DIME Test ID: 2022-03-07-7-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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
|
0.723
|
|
Bulk specific gravity (SSD Basis)
|
1.453
|
|
Apparent specific gravity
|
2.676
|
|
Absorption
|
100.9 %
|
Test 8 of 9
DIME Test ID: 2022-03-07-7-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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:
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
97.2 %
|
|
Cumulative percent passing the #4 sieve
|
71.5 %
|
|
Cumulative percent passing the #8 sieve
|
49.7 %
|
|
Cumulative percent passing the #16 sieve
|
34.4 %
|
|
Cumulative percent passing the #30 sieve
|
22.7 %
|
|
Cumulative percent passing the #50 sieve
|
12.1 %
|
|
Cumulative percent passing the #100 sieve
|
4.8 %
|
|
Cumulative percent passing the #200 sieve
|
0.3 %
|
Test 9 of 9
DIME Test ID: 2022-03-07-7-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/29/2024
Date Tested: 03/11/2022
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 test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.676
|
|
Average uncompacted voids
|
44.6 %
|
