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Sample Record for 2019-04-10-17

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Project Information

Project ID: 212512 DEA: 120M9604 EFIS: 1213000068 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-73-22.5/25.7
Work Description: COLDPLANE AC PVMTS , UPGRADE MBGR, CURB RAMPS AND CRASH CUSHION.
Location Description: IRVINE AND NEWPORT BEACH FROM BONITA CANYON DRIVE/FORD ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF RED HILL AVENUE OVERCROSSING
Contractor Name: R.J. Noble Company
Contractor Address: 15505 East Lincoln Avenue., P.O. Box 620, Orange, CA 92865
Resident Engineer: Adil Mujtaba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-10-17
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: 04/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2019
The quantity of what the sample constitutes: JMF 3 bags
A brief description of the sample: 1/2 OGFC
From where was the sample collected: Manufacturer
Laboratory sample identification: 0230O-19
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Aggregates

Material Information

Source Identification (SMARA or name of Pit): 91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample: 1/2 OGFC PG 64-10
The fabricator/manufacturer designation for the sample: 43R001SPO
The plant number: Unknown
A detailed description of where the material sample was collected: Belt Cut at 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

Test Results

Test 1 of 7

DIME Test ID: 2019-04-10-17-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/30/2019
Date Tested: 04/17/2019
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:
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) Yes
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 97 %
Cumulative percent passing the 3/8 in. sieve 86 %
Cumulative percent passing the 1/4 in. sieve 86 %
Cumulative percent passing the #4 sieve 36 %
Cumulative percent passing the #8 sieve 19 %
Cumulative percent passing the #16 sieve 13 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 4 %

Test 2 of 7

DIME Test ID: 2019-04-10-17-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/30/2019
Date Tested: 04/23/2019
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:
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested 100 %
Percentage of fractured, coarse, 1 faced particles tested 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 7

DIME Test ID: 2019-04-10-17-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/30/2019
Date Tested: 04/22/2019
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:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.699
Absorption 0.6 %

Test 4 of 7

DIME Test ID: 2019-04-10-17-4
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: 04/30/2019
Date Tested: 04/24/2019
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:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 4100 grams
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 18 %

Test 5 of 7

DIME Test ID: 2019-04-10-17-5
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: 04/30/2019
Date Tested: 04/23/2019
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:
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 6 %
Weighted percentage of particles (by mass) that were not flat and elongated 94 %

Test 6 of 7

DIME Test ID: 2019-04-10-17-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/30/2019
Date Tested: 04/22/2019
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:
Additional Comments When Verified:
Bulk specific gravity 2.665
Bulk specific gravity (SSD Basis) 2.706
Apparent specific gravity 2.779
Absorption 1.5 %

Test 7 of 7

DIME Test ID: 2019-04-10-17-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/30/2019
Date Tested: 04/24/2019
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:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.665
Average uncompacted voids 47.9 %

Tests Assigned to this Sample

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