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Sample Record for 2020-05-15-22

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-15-22
TL Number from the TL Form:
Sample Submitted By Organization: RJ NOBLE COMPANY
Sample Organization Contact: (714) 235-7028
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 05/15/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 3 bags
A brief description of the sample: 1/2 BIN 28%
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rjnobleco

Material Information

Source Identification (SMARA or name of Pit): 91-33-0035
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: shoot
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 9

DIME Test ID: 2020-05-15-22-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/25/2020
Date Tested: 06/19/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
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 91 %
Cumulative percent passing the 3/8 in. sieve 52 %
Cumulative percent passing the #4 sieve 6 %
Cumulative percent passing the #8 sieve 2 %
Cumulative percent passing the #16 sieve 2 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve 1 %
Cumulative percent passing the #100 sieve 1 %
Cumulative percent passing the #200 sieve 0.9 %

Test 2 of 9

DIME Test ID: 2020-05-15-22-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/25/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
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 98 %

Test 3 of 9

DIME Test ID: 2020-05-15-22-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/25/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
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 4 of 9

DIME Test ID: 2020-05-15-22-4
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/25/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
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 93 %

Test 5 of 9

DIME Test ID: 2020-05-15-22-5
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: 07/03/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 16 %

Test 6 of 9

DIME Test ID: 2020-05-15-22-6
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: 06/25/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Additional Comments When Verified:
Sand Equivalent 76

Test 7 of 9

DIME Test ID: 2020-05-15-22-7
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: 06/25/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
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 7 %
Weighted percentage of particles (by mass) that were not flat and elongated 93 %

Test 8 of 9

DIME Test ID: 2020-05-15-22-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/03/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.709
Absorption 1 %

Test 9 of 9

DIME Test ID: 2020-05-15-22-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/03/2020
Date Tested: 05/15/2020
Submitted By Organization: RJ NOBLE COMPANY
Organization Address: 15505 E. LINCOLN AVE PO BOX 620,
Organization City: ORANGE
Organization State: CA
Organization Zipcode: 92865
Organization Email: qualitycontrol@rjnoblecompany.com
Organization Phone: (714) 235-7028
General Comments for this Test:
Additional Comments When Verified:
Bulk specific gravity 2.617
Bulk specific gravity (SSD Basis) 2.662
Apparent specific gravity 2.740
Absorption 1.7 %

Tests Assigned to this Sample

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