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Sample Record for 2026-06-24-2

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

Project Information

Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-13.9/16.7
Work Description: HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION.
Location Description: FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE
Contractor Name: Cal Valley Construction, Inc. (Chris Grimm)
Contractor Address: Unknown
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-06-24-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2026
The quantity of what the sample constitutes: 825 tons
A brief description of the sample: 3/4 hma
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-06-24-2-1
Test Method: AASHTO T308-25: 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: 06/26/2026
Date Tested: 06/25/2026
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) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2929.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5077.1 g
Corrected Asphalt Binder Content 4.89 %
Mass of HMA Sample prior to ignition 2147.5 g
Mass Loss 137.9 g
Mass of aggregate remaining after ignition 2009.6 g
Correction Factor (Percent by mass of HMA Specimen) 1.4 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C

Test

DIME Test ID: 2026-06-24-2-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/26/2026
Date Tested: 06/25/2026
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) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) -0.6 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.6 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.4 %
Aggregate correction factor for the #4 sieve (% passing) -2.6 %
Aggregate correction factor for the #8 sieve (% passing) -3 %
Aggregate correction factor for the #16 sieve (% passing) -2.8 %
Aggregate correction factor for the #30 sieve (% passing) -1.8 %
Aggregate correction factor for the #50 sieve (% passing) -1.8 %
Aggregate correction factor for the #100 sieve (% passing) 1.6 %
Aggregate correction factor for the #200 sieve (% passing) -1.1 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 86 %
Cumulative percent passing the 3/8 in. sieve 80 %
Cumulative percent passing the #4 sieve 55 %
Cumulative percent passing the #8 sieve 37 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 4.5 %