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Sample Record for 2020-05-20-3


Project Information

Project ID: 214314 DEA: 081F6904 EFIS: 0815000016 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-79-0.0/15.6
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location Description: RIVERSIDE COUNTY NEAR TEMECULA FROM SAN DIEGO COUNTY LINE TO 0.4 MILE EAST OF BUTTERFIELD STAGE ROAD
Contractor Name: All American Asphalt Contractor Address: P.O. Box 2229
Resident Engineer: Osama Abdalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-20-3
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: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2020
The quantity of what the sample constitutes: PSUE 2 Bags
A brief description of the sample: 3/4 RHMA-G-SP Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: 0265G-20
Structure unique identifier:
Structure name:

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: 3/4 RHMA-G-SP
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 106835
A detailed description of where the material sample was collected: Belt Cut at All American Corona 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: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 8

DIME Test ID: 2020-05-20-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/02/2020
Date Tested: 05/23/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments: 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 97 %
Cumulative percent passing the 1/2 in. sieve 85 %
Cumulative percent passing the 3/8 in. sieve 69 %
Cumulative percent passing the #4 sieve 28 %
Cumulative percent passing the #8 sieve 16 %
Cumulative percent passing the #16 sieve 11 %
Cumulative percent passing the #30 sieve 8 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.2 %

Test Results

Test 2 of 8

DIME Test ID: 2020-05-20-3-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/02/2020
Date Tested: 05/26/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
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 Results

Test 3 of 8

DIME Test ID: 2020-05-20-3-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/02/2020
Date Tested: 05/27/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.687
Absorption 0.9 %

Test Results

Test 4 of 8

DIME Test ID: 2020-05-20-3-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/02/2020
Date Tested: 05/27/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.629
Bulk specific gravity (SSD Basis) 2.681
Apparent specific gravity 2.773
Absorption 2 %

Test Results

Test 5 of 8

DIME Test ID: 2020-05-20-3-5
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: 06/02/2020
Date Tested: 05/28/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3857 grams
Percent loss after 100 revolutions 5 %
Percent loss after 500 revolutions 23 %

Test Results

Test 6 of 8

DIME Test ID: 2020-05-20-3-6
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: 06/02/2020
Date Tested: 05/26/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
Sand Equivalent 82

Test Results

Test 7 of 8

DIME Test ID: 2020-05-20-3-7
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: 06/02/2020
Date Tested: 05/26/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
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 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %

Test Results

Test 8 of 8

DIME Test ID: 2020-05-20-3-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/02/2020
Date Tested: 05/26/2020
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St
Test General Comments:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.629
Average uncompacted voids 45.5 %