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:
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 %
|