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: 2022-11-15-25
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: 11/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2022
The quantity of what the sample constitutes: 100 Tons
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: Merced Ramp
The fabricator/manufacturer/facility name: Vulcan Ashlan
DIME Test ID: 2022-11-15-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/17/2022
Date Tested: 11/16/2022
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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Combined Gradation
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Cumulative percent passing the 2 in. sieve
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no data0 %
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Cumulative percent passing the 1 1/2 in. sieve
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no data0 %
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Cumulative percent passing the 1 in. sieve
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no data0 %
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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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87 %
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Cumulative percent passing the 3/8 in. sieve
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72 %
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Cumulative percent passing the #4 sieve
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48 %
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Cumulative percent passing the #8 sieve
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33 %
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Cumulative percent passing the #16 sieve
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24 %
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Cumulative percent passing the #30 sieve
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18 %
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Cumulative percent passing the #50 sieve
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12 %
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Cumulative percent passing the #100 sieve
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7 %
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Cumulative percent passing the #200 sieve
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4.1 %
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DIME Test ID: 2022-11-15-25-2
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: 11/17/2022
Date Tested: 11/16/2022
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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4.47 %
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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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