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Sample Record for 2019-07-22-17

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Project Information

Project ID: 214013 DEA: 120R2804 EFIS: 1218000075 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA,LA-39-17.4/19.1
Work Description: COLD PLANE AC AND PLACE RHMA-G.
Location Description: ORANGE AND LOS ANGELES COUNTIES IN LA MIRADA AND LA HABRA FROM ROSECRANS AVENUE TO WESTRIDGE PLAZA NORTH
Contractor Name: RJ Noble Company
Contractor Address: 15505 East Lincoln Avenue, Orange, CA 92865
Resident Engineer: Arsalan Naderi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-07-22-17
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: 07/22/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2019
The quantity of what the sample constitutes: PSE 3 bags
A brief description of the sample: 1/2 RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 0443G-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Aggregates, Mayhew Aggregates

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-33-0035, 91-33-0039
The fabricator's/manufacturer's product name for the sample: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample: 50R003ARSPO
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2019-07-22-17-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/22/2019
Date Tested: 07/30/2019
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:
What type of gradation is being tested? HMA Gradation
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 96 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the 1/4 in. sieve 61 %
Cumulative percent passing the #4 sieve 38 %
Cumulative percent passing the #8 sieve 22 %
Cumulative percent passing the #16 sieve 15 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.6 %

Test 2 of 8

DIME Test ID: 2019-07-22-17-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/22/2019
Date Tested: 08/30/2019
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:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 100 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 8

DIME Test ID: 2019-07-22-17-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/22/2019
Date Tested: 07/30/2019
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:
Basis for relative density testing Bulk
Specific Gravity 2.691
Absorption 0.8 %

Test 4 of 8

DIME Test ID: 2019-07-22-17-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/22/2019
Date Tested: 07/30/2019
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 2.591
Bulk specific gravity (SSD Basis) 2.644
Apparent specific gravity 2.737
Absorption 2.1 %

Test 5 of 8

DIME Test ID: 2019-07-22-17-5
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: 08/22/2019
Date Tested: 07/30/2019
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:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 4082 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 18 %

Test 6 of 8

DIME Test ID: 2019-07-22-17-6
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: 08/22/2019
Date Tested: 07/30/2019
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:
Sand Equivalent 64

Test 7 of 8

DIME Test ID: 2019-07-22-17-7
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: 08/22/2019
Date Tested: 07/30/2019
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:
Method B
Determination By Mass
Dimensional ratio used 1:5
Weighted percentage of particles (by mass) that were flat and elongated 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %

Test 8 of 8

DIME Test ID: 2019-07-22-17-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/22/2019
Date Tested: 07/30/2019
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:
What test method is performed? Method A
Bulk dry specific gravity 2.591
Average uncompacted voids 46.4 %