Sample Record for 2022-12-20-13
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214524 DEA: 07304504 EFIS: 0714000067
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains
Sample Information
DIME Sample ID: 2022-12-20-13
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: 12/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2022
The quantity of what the sample constitutes: 4 Bags of Combined Agg, 2 Bags of CRM
A brief description of the sample: PSUE 3/4" RHMA-G-SP 0.5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0783G-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-19-0035
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number: 226108A IRW LTR
A detailed description of where the material sample was collected: Belt Cut at Vulcan Materials-Irwindale
Where the material sample would have been placed if not sampled: Asphalt Paving
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2022-12-20-13-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/06/2023
Date Tested: 12/27/2022
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 Virgin Aggregate Gradation
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
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|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 in. sieve
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100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
95 %
|
|
Cumulative percent passing the 1/2 in. sieve
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78 %
|
|
Cumulative percent passing the 3/8 in. sieve
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64 %
|
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Cumulative percent passing the #4 sieve
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32 %
|
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Cumulative percent passing the #8 sieve
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23 %
|
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Cumulative percent passing the #16 sieve
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16 %
|
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Cumulative percent passing the #30 sieve
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10 %
|
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Cumulative percent passing the #50 sieve
|
6 %
|
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Cumulative percent passing the #100 sieve
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4 %
|
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Cumulative percent passing the #200 sieve
|
2.7 %
|
Test 2 of 8
DIME Test ID: 2022-12-20-13-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/06/2023
Date Tested: 12/24/2022
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
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2.625
|
|
Bulk specific gravity (SSD Basis)
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2.661
|
|
Apparent specific gravity
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2.722
|
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Absorption
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1.4 %
|
Test 3 of 8
DIME Test ID: 2022-12-20-13-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/06/2023
Date Tested: 12/28/2022
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:
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Basis for relative density testing
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Bulk
|
|
Specific Gravity
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2.664
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|
Absorption
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1.4 %
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Test 4 of 8
DIME Test ID: 2022-12-20-13-4
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: 01/06/2023
Date Tested: 12/27/2022
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
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B
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|
Mass of sample on No.12 sieve (after 500 revolutions)
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3964 grams
|
|
Percent loss after 100 revolutions
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7 %
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Percent loss after 500 revolutions
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21 %
|
Test 5 of 8
DIME Test ID: 2022-12-20-13-5
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: 01/06/2023
Date Tested: 12/24/2022
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: 2022-12-20-13-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 01/06/2023
Date Tested: 12/24/2022
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?
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Method A
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Bulk dry specific gravity
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2.625
|
|
Average uncompacted voids
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45.8 %
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Test 7 of 8
DIME Test ID: 2022-12-20-13-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/06/2023
Date Tested: 12/24/2022
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:
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Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
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|
Percentage of fractured, coarse, 2 faced particles tested
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99 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
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100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 8 of 8
DIME Test ID: 2022-12-20-13-8
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: 01/06/2023
Date Tested: 12/24/2022
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
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B
|
|
Determination
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By Mass
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|
Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat and elongated
|
0 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
