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Sample Record for 2019-03-25-17

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Project Information

Project ID: 212889 DEA: 073009U4 EFIS: 0714000238 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-R0.7/24.1
Work Description: REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING
Contractor Name: All American Asphalt
Contractor Address: 400 E. 6th St., Corona, CA 92879
Resident Engineer: Thang Ton Structure Rep.: Quan Ho

Sample Information

DIME Sample ID: 2019-03-25-17
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2019
The quantity of what the sample constitutes: JMF 3 bags cold feed
A brief description of the sample: Combined Cold Feed
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Irwindale

Material Information

Source Identification (SMARA or name of Pit): 91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Hot Bins
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 11

DIME Test ID: 2019-03-25-17-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
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 98 %
Cumulative percent passing the 1/2 in. sieve 90 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 31 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 4.9 %

Test 2 of 11

DIME Test ID: 2019-03-25-17-2
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: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 64

Test 3 of 11

DIME Test ID: 2019-03-25-17-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 Faced
Weighted average percentage of fractured, coarse, 1 faced particles 97 %

Test 4 of 11

DIME Test ID: 2019-03-25-17-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 96 %

Test 5 of 11

DIME Test ID: 2019-03-25-17-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 6 of 11

DIME Test ID: 2019-03-25-17-6
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: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 1:5
Weighted percentage of particles (by mass) that were flat and elongated 2 %
Weighted percentage of particles (by mass) that were not flat and elongated 98 %

Test 7 of 11

DIME Test ID: 2019-03-25-17-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/04/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.637
Average uncompacted voids 47 %

Test 8 of 11

DIME Test ID: 2019-03-25-17-8
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: 04/05/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 10 %
Percent loss after 500 revolutions 37 %

Test 9 of 11

DIME Test ID: 2019-03-25-17-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/05/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.631
Absorption 1.2 %

Test 10 of 11

DIME Test ID: 2019-03-25-17-10
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/05/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.637
Bulk specific gravity (SSD Basis) 2.674
Apparent specific gravity 2.738
Absorption 1.4 %

Test 11 of 11

DIME Test ID: 2019-03-25-17-11
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/08/2019
Date Tested: 03/29/2019
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
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 98 %
Cumulative percent passing the 1/2 in. sieve 89 %
Cumulative percent passing the 3/8 in. sieve 75 %
Cumulative percent passing the #4 sieve 43.8 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 22 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 11 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.4 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.