Sample Record for 2024-06-26-83
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994945 DEA: 081J6304 EFIS: 0818000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-3.6/6.0
Work Description: INDIVIDUAL SLAB REPLACEMENT (RSC) AND RHMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AND SAN BERNARDINO FROM 0.2 MILE SOUTH OF ROUTE 10/215 SEPARATION TO MILL STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Shaine Shahidi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-26-83
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: 9512323690
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2024
The quantity of what the sample constitutes: 15.68 Tons @ 20:36
A brief description of the sample: 3/4" RHMA-G-SP
From where was the sample collected: Manufacturer
Laboratory sample identification:
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:
A detailed description of where the material sample was collected: Belt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 226108M
Test Results
Test 1 of 6
DIME Test ID: 2024-06-26-83-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: Prakash.Gowda@dot.ca.gov
Organization Phone: 9512323690
This test has been superseded on 07/05/2024. The corrected test ID is: 2024-06-26-83-4
Reason: corrected
Test 2 of 6
DIME Test ID: 2024-06-26-83-2
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)
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: Prakash.Gowda@dot.ca.gov
Organization Phone: 9512323690
This test has been superseded on 07/05/2024. The corrected test ID is: 2024-06-26-83-5
Reason: corrected
Test 3 of 6
DIME Test ID: 2024-06-26-83-3
Test Method: AASHTO T255-0: Standard Method of Test for Total Evaporable Moisture Content of Aggregate by Drying
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: Prakash.Gowda@dot.ca.gov
Organization Phone: 9512323690
This test has been superseded on 07/05/2024. The corrected test ID is: 2024-06-26-83-6
Reason: corrected
Test 4 of 6
DIME Test ID: 2024-06-26-83-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/05/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
The test was superseded from test ID: 2024-06-26-83-1
Test Result Compliance: does not comply
Additional Comments When Verified:
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What type of gradation is being tested?
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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
|
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Cumulative percent passing the 3/4 in. sieve
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95 %
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Cumulative percent passing the 1/2 in. sieve
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77 %
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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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37 %
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Cumulative percent passing the #8 sieve
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26 %
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Cumulative percent passing the #16 sieve
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19 %
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Cumulative percent passing the #30 sieve
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12 %
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Cumulative percent passing the #50 sieve
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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
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2.6 %
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Test 5 of 6
DIME Test ID: 2024-06-26-83-5
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: 07/05/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
The test was superseded from test ID: 2024-06-26-83-2
Test Result Compliance: complies
Additional Comments When Verified:
Test 6 of 6
DIME Test ID: 2024-06-26-83-6
Test Method: AASHTO T255-0: Standard Method of Test for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 07/05/2024
Date Tested: 07/01/2024
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: prakash.gowda@dot.ca.gov
Organization Phone: (951) 232-3690
General Comments for this Test:
The test was superseded from test ID: 2024-06-26-83-3
Test Result Compliance:
Additional Comments When Verified:
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Total evaporable moisture content
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1.9 %
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