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Sample Record for 2019-07-19-24

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Project Information

Project ID: 213962 DEA: 010J3304 EFIS: 0119000010 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-24.7
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY.
Location Description: MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE
Contractor Name: S.T. RHOADES CONSTRUCTION INC
Contractor Address: P.O. Box 494520, Redding, CA 96049
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-07-19-24
TL Number from the TL Form: 978570
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: 19-167
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample: 3082
The fabricator/manufacturer designation for the sample: 3082-0.75in WMAPG 76-22PMR15
The plant number: Unknown
A detailed description of where the material sample was collected: Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:

Test Results

Test 1 of 8

DIME Test ID: 2019-07-19-24-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/01/2019
Date Tested: 07/24/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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 98.4 %
Cumulative percent passing the 1/2 in. sieve 84.4 %
Cumulative percent passing the 3/8 in. sieve 69.3 %
Cumulative percent passing the 1/4 in. sieve 0 %
Cumulative percent passing the #4 sieve 46.5 %
Cumulative percent passing the #8 sieve 39.4 %
Cumulative percent passing the #16 sieve 18.3 %
Cumulative percent passing the #30 sieve 12.2 %
Cumulative percent passing the #50 sieve 7.8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 3.3 %

Test 2 of 8

DIME Test ID: 2019-07-19-24-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
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: 2019-07-19-24-3
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 14 %

Test 4 of 8

DIME Test ID: 2019-07-19-24-4
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 61

Test 5 of 8

DIME Test ID: 2019-07-19-24-5
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method C
Bulk dry specific gravity 2.684
Average uncompacted voids 45.5 %

Test 6 of 8

DIME Test ID: 2019-07-19-24-6
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
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 7 of 8

DIME Test ID: 2019-07-19-24-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.684
Bulk specific gravity (SSD Basis) 2.755
Apparent specific gravity 2.888
Absorption 2.6 %

Test 8 of 8

DIME Test ID: 2019-07-19-24-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.886
Absorption 0.8 %