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Sample Record for 2022-11-15-26

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2022-11-15-26
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: 11/15/2022
The quantity of what the sample constitutes: 210 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

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 11
Sublot number: 2
HMA Mix Number: 221534
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 2

DIME Test ID: 2022-11-15-26-1
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:
What type of gradation is being tested? Combined Gradation
Cumulative percent passing the 2 in. sieve no data0 %
Cumulative percent passing the 1 1/2 in. sieve no data0 %
Cumulative percent passing the 1 in. sieve no data0 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 44 %
Cumulative percent passing the #8 sieve 31 %
Cumulative percent passing the #16 sieve 23 %
Cumulative percent passing the #30 sieve 17 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 3.7 %

Test 2 of 2

DIME Test ID: 2022-11-15-26-2
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.51 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.36 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data