Sample Record for 2022-03-01-6
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Project Information
Project ID: 215257 DEA: 11056374 EFIS: 1117000087
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-0.6/2.7
Work Description: CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Victor Cardenas Structure Rep.: Wade Durant
Sample Information
DIME Sample ID: 2022-03-01-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 03/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/01/2022
The quantity of what the sample constitutes: 3 bags, 12 boxes, 3 cans
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 4136-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCA Lakeside
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: source
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 10
DIME Test ID: 2022-03-01-6-1
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: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
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|
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
|
99.4 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
66.1 %
|
|
Cumulative percent passing the #4 sieve
|
37.8 %
|
|
Cumulative percent passing the #8 sieve
|
35.6 %
|
|
Cumulative percent passing the #16 sieve
|
32 %
|
|
Cumulative percent passing the #30 sieve
|
27.1 %
|
|
Cumulative percent passing the #50 sieve
|
21.1 %
|
|
Cumulative percent passing the #100 sieve
|
14.3 %
|
|
Cumulative percent passing the #200 sieve
|
7.2 %
|
Test 2 of 10
DIME Test ID: 2022-03-01-6-2
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: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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
|
100 %
|
Test 3 of 10
DIME Test ID: 2022-03-01-6-3
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: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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A
|
|
Determination
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By Number
|
|
Dimensional ratio used
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5:1
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|
Weighted percentage of particles (by number) that were flat
|
1 %
|
|
Weighted percentage of particles (by number) that were elongated
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0 %
|
|
Weighted percentage of particles (by number) that were both flat and elongated
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0 %
|
|
Weighted percentage of particles (by number) that were neither flat nor elongated
|
0 %
|
Test 4 of 10
DIME Test ID: 2022-03-01-6-4
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: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 10
DIME Test ID: 2022-03-01-6-5
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/29/2024
Date Tested: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: No plastic index
Test Result Compliance: complies
Additional Comments When Verified:
|
Plastic Index(PI)
|
NP
|
|
Liquid Limit (LL)
|
0.0 %
|
|
Plastic Limit (PL)
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0.0 %
|
Test 6 of 10
DIME Test ID: 2022-03-01-6-6
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: 03/04/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Pass
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk specific gravity
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2.616
|
|
Bulk specific gravity (SSD Basis)
|
2.672
|
|
Apparent specific gravity
|
2.772
|
|
Absorption
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2.1 %
|
Test 7 of 10
DIME Test ID: 2022-03-01-6-7
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: 03/04/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk SSD
|
|
Specific Gravity
|
2.602
|
|
Absorption
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1.6 %
|
Test 8 of 10
DIME Test ID: 2022-03-01-6-8
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: 08/29/2024
Date Tested: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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)
|
4760 grams
|
|
Percent loss after 100 revolutions
|
2 %
|
|
Percent loss after 500 revolutions
|
5 %
|
Test 9 of 10
DIME Test ID: 2022-03-01-6-9
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: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Pass
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.616
|
|
Average uncompacted voids
|
45.8 %
|
Test 10 of 10
DIME Test ID: 2022-03-01-6-10
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/29/2024
Date Tested: 03/03/2022
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
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
|
99.3 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88.3 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
73 %
|
|
Cumulative percent passing the #4 sieve
|
44 %
|
|
Cumulative percent passing the #8 sieve
|
32.8 %
|
|
Cumulative percent passing the #16 sieve
|
25.6 %
|
|
Cumulative percent passing the #30 sieve
|
19.5 %
|
|
Cumulative percent passing the #50 sieve
|
13.4 %
|
|
Cumulative percent passing the #100 sieve
|
8.9 %
|
|
Cumulative percent passing the #200 sieve
|
6.1 %
|
