Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-11-16-15
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
DIME Test ID: 2022-11-16-15-1
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: does not comply
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
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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0.91 %
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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
|
DIME Test ID: 2022-11-16-15-2
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
|
83 %
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
Cumulative percent passing the #4 sieve
|
44 %
|
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
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4.5 %
|