Sample Record for 2021-04-06-25
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Project Information
Project ID: 210735 DEA: 071193U4 EFIS: 0713000007
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-37.2/42.4
Work Description: CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description: IN LA COUNTY FROM CITRUS STREET IN WEST COVINA TO ROUTE 57 IN POMONA
Contractor Name: Guy F. Atkinson
Contractor Address: 18201 Von Karman Ave, Suite #800, IRVINE CA 92612
Resident Engineer: Rodolfo Cao Structure Rep.: David Win
Sample Information
DIME Sample ID: 2021-04-06-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2021
The quantity of what the sample constitutes: 3 Bags of Combined Aggregate
A brief description of the sample: PSUE 3/4" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0202G-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt - Irwindale
Material Information
Source Identification (SMARA or name of Pit): 91-33-0005
The fabricator's/manufacturer's product name for the sample: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample:
The plant number: 106835
A detailed description of where the material sample was collected: Belt Cut at All American Irwindale Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2021-04-06-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/15/2021
Date Tested: 04/12/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test: Combined Virgin Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
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|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
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No
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Has the fine aggregate sample been reduced?
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No
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
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94 %
|
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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
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65 %
|
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Cumulative percent passing the #4 sieve
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33 %
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Cumulative percent passing the #8 sieve
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18 %
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Cumulative percent passing the #16 sieve
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12 %
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Cumulative percent passing the #30 sieve
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8 %
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Cumulative percent passing the #50 sieve
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6 %
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Cumulative percent passing the #100 sieve
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4 %
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Cumulative percent passing the #200 sieve
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3.4 %
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Test 2 of 8
DIME Test ID: 2021-04-06-25-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/15/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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2 - Individual Fracture Determination
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|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
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Weighted average percentage of fractured, coarse, 2 faced particles
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100 %
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|
Weighted average percentage of fractured, coarse, 1 faced particles
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100 %
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|
Percentage of fractured, fine, 1 faced particles tested
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100 %
|
Test 3 of 8
DIME Test ID: 2021-04-06-25-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/15/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Basis for relative density testing
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Bulk
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Specific Gravity
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2.73
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Absorption
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0.8 %
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Test 4 of 8
DIME Test ID: 2021-04-06-25-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/15/2021
Date Tested: 04/15/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.662
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Bulk specific gravity (SSD Basis)
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2.716
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Apparent specific gravity
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2.813
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Absorption
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2 %
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Test 5 of 8
DIME Test ID: 2021-04-06-25-5
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: 04/15/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Grading designation
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C
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Mass of sample on No.12 sieve (after 500 revolutions)
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3858 grams
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Percent loss after 100 revolutions
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5 %
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Percent loss after 500 revolutions
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23 %
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Test 6 of 8
DIME Test ID: 2021-04-06-25-6
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: 04/15/2021
Date Tested: 04/13/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 7 of 8
DIME Test ID: 2021-04-06-25-7
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: 04/15/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Method
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B
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Determination
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By Mass
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Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
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2 %
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Weighted percentage of particles (by mass) that were not flat and elongated
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98 %
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Test 8 of 8
DIME Test ID: 2021-04-06-25-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/15/2021
Date Tested: 04/14/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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What test method is performed?
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Method A
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Bulk dry specific gravity
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2.662
|
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Average uncompacted voids
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46.5 %
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