Sample Record for 2022-08-16-55
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Project Information
Project ID: 993609 DEA: 09388804 EFIS: 0921000038
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-58-R123.0/R125.3
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location Description: IN KERN COUNTY ABOUT 10 MILES EAST OF MOJAVE FROM 4.6 MILES TO 2.3 MILES WEST OF CALIFORNIA CITY BOULEVARD
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-08-16-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 08/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2022
The quantity of what the sample constitutes: 12 Bags Agg., 4 Bags Coldfeed Agg.
A brief description of the sample: PSUE 1/2" RHMA-G-SP 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0633G-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-15-0068
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: GRF 22 G3 12RHMA LSM
A detailed description of where the material sample was collected: Belt Cut at Griffith, Edmonston-Lebec
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2022-08-16-55-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/09/2022
Date Tested: 09/19/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test: Combined L.T. Aggregate Gradation
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
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
|
98 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
85 %
|
|
Cumulative percent passing the #4 sieve
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35 %
|
|
Cumulative percent passing the #8 sieve
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18 %
|
|
Cumulative percent passing the #16 sieve
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13 %
|
|
Cumulative percent passing the #30 sieve
|
9 %
|
|
Cumulative percent passing the #50 sieve
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6 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
2.7 %
|
Test 2 of 8
DIME Test ID: 2022-08-16-55-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/09/2022
Date Tested: 09/17/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.731
|
|
Bulk specific gravity (SSD Basis)
|
2.775
|
|
Apparent specific gravity
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2.856
|
|
Absorption
|
1.6 %
|
Test 3 of 8
DIME Test ID: 2022-08-16-55-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/09/2022
Date Tested: 09/16/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
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2.723
|
|
Absorption
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1.5 %
|
Test 4 of 8
DIME Test ID: 2022-08-16-55-4
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: 11/09/2022
Date Tested: 09/16/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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)
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3177 grams
|
|
Percent loss after 100 revolutions
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9 %
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|
Percent loss after 500 revolutions
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36 %
|
Test 5 of 8
DIME Test ID: 2022-08-16-55-5
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: 11/09/2022
Date Tested: 09/15/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 8
DIME Test ID: 2022-08-16-55-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/09/2022
Date Tested: 09/18/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
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|
Bulk dry specific gravity
|
2.731
|
|
Average uncompacted voids
|
48.2 %
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Test 7 of 8
DIME Test ID: 2022-08-16-55-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/09/2022
Date Tested: 09/18/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
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99 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 8 of 8
DIME Test ID: 2022-08-16-55-8
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: 11/09/2022
Date Tested: 09/18/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
98 %
|
