Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R4.9/11.6
Work Description: CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description: FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Rd. Suite 200, Westlake Village CA 91361
Resident Engineer: Chris Wilfong Structure Rep.: Unknown
DIME Sample ID: 2023-01-24-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan
DIME Test ID: 2023-01-24-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/25/2023
Date Tested: 01/25/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
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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99 %
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Cumulative percent passing the 1/2 in. sieve
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84 %
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Cumulative percent passing the 3/8 in. sieve
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69 %
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Cumulative percent passing the #4 sieve
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42 %
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Cumulative percent passing the #8 sieve
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29 %
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Cumulative percent passing the #16 sieve
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21 %
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Cumulative percent passing the #30 sieve
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15 %
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Cumulative percent passing the #50 sieve
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10 %
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Cumulative percent passing the #100 sieve
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6 %
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Cumulative percent passing the #200 sieve
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3.6 %
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DIME Test ID: 2023-01-24-3-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 01/25/2023
Date Tested: 01/25/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.19 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.36 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2023-01-24-3-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 01/27/2023
Date Tested: 01/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Max = 2.600
2A=94.5%
2B=95.7%
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.458
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Bulk Specific Gravity 2
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2.487
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Average Bulk Specific Gravity
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2.473
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