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Sample Record for 2022-11-16-16

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

Project Information

Project ID: 215023 DEA: 060U4704 EFIS: 0615000301 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER,KIN-5-81.7/87.0,0.0/0.3
Work Description: CONSTRUCT CRCP, JPCP AND INSTALL TRAFFIC MONITORING STATIONS.
Location Description: KERN AND KINGS COUNTIES NEAR KETTELMAN CITY FROM 0.6 MILE SOUTH OF TWISSELMAN ROAD OVERCROSSING TO 0.3 MILE NORTH OF KERN/KINGS COUNTY LINE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: P O BOX 2217, PISMO BEACH CA 93448
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-16-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/16/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/16/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Avenal-Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 10
Sublot number: 4
HMA Mix Number: L221154
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-11-16-16-1
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: 11/17/2022
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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 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 99 %
Cumulative percent passing the 1/2 in. sieve 84 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 28 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 13 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4.4 %

Test 2 of 2

DIME Test ID: 2022-11-16-16-2
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: 11/17/2022
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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 4.50 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.91 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data