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Sample Record for 2020-03-28-4

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Project Information

Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405,73,405,605-9.3/24.3
Work Description: (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location Description: Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Contractor Name: OC 405 Partners
Contractor Address: 3100 W Lake Center Dr, Santa Ana, CA 92704
Resident Engineer: Hank Alonso (reports) Structure Rep.: Zachman (reports), Cal

Sample Information

DIME Sample ID: 2020-03-28-4
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: 03/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2020
The quantity of what the sample constitutes: JMF 4 Bags
A brief description of the sample: 1/2 RHMA-G-SP Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 0199G-20
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Irvine

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: 1/2 RHMA-G-SP
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 106836
A detailed description of where the material sample was collected: Belt Cut at All American Irvine Plant
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 8

DIME Test ID: 2020-03-28-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/06/2020
Date Tested: 04/27/2020
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: Virgin Aggregate Gradation
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 95 %
Cumulative percent passing the 3/8 in. sieve 79 %
Cumulative percent passing the #4 sieve 37 %
Cumulative percent passing the #8 sieve 20 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 9 %
Cumulative percent passing the #50 sieve 6 %
Cumulative percent passing the #100 sieve 4 %
Cumulative percent passing the #200 sieve 3.1 %

Test 2 of 8

DIME Test ID: 2020-03-28-4-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/06/2020
Date Tested: 04/29/2020
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:
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: 2020-03-28-4-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/06/2020
Date Tested: 04/28/2020
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:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.661
Absorption 1 %

Test 4 of 8

DIME Test ID: 2020-03-28-4-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/06/2020
Date Tested: 04/30/2020
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:
Additional Comments When Verified:
Bulk specific gravity 2.598
Bulk specific gravity (SSD Basis) 2.648
Apparent specific gravity 2.736
Absorption 1.9 %

Test 5 of 8

DIME Test ID: 2020-03-28-4-5
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: 05/06/2020
Date Tested: 04/27/2020
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:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3710 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 26 %

Test 6 of 8

DIME Test ID: 2020-03-28-4-6
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: 05/06/2020
Date Tested: 04/27/2020
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:
Additional Comments When Verified:
Sand Equivalent 73

Test 7 of 8

DIME Test ID: 2020-03-28-4-7
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: 05/06/2020
Date Tested: 04/29/2020
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:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %

Test 8 of 8

DIME Test ID: 2020-03-28-4-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/06/2020
Date Tested: 04/29/2020
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:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.598
Average uncompacted voids 44.5 %

Tests Assigned to this Sample

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