Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000008 DEA: 061F8404 EFIS: 0623000102
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-33-R60.2/73.7
Work Description: COLD PLANE WITH HOT MIX ASPHALT AND RUBBERIZED HOT MIX ASPHALT.
Location Description: KERN COUNTY FROM ROUTE 46 TO KINGS COUNTY LINE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Jake Garcia Structure Rep.: Unknown
DIME Sample ID: 2024-05-20-33
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2024
The quantity of what the sample constitutes: PSUE 4 Bags of Coldfeed Agg. & 2 Bags Of Rap
A brief description of the sample: 3/4 inch HMA -A w/RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Pacific - Avenal
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: coldfeed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
DIME Test ID: 2024-05-20-33-1
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 05/20/2024
Date Tested: 05/20/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Which test procedure is being used
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Method A
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Percent of sample passing the #200 sieve (by mass)
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8.1 %
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DIME Test ID: 2024-05-20-33-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 05/20/2024
Date Tested: 05/20/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-05-20-33-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/20/2024
Date Tested: 05/20/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
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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HMA Gradation
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Cumulative percent passing the 2 in. sieve
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no data
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Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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Cumulative percent passing the 1 in. sieve
|
100 %
|
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Cumulative percent passing the 3/4 in. sieve
|
100 %
|
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Cumulative percent passing the 1/2 in. sieve
|
88 %
|
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Cumulative percent passing the 3/8 in. sieve
|
74 %
|
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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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30 %
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Cumulative percent passing the #16 sieve
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20 %
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Cumulative percent passing the #30 sieve
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13 %
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Cumulative percent passing the #50 sieve
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10 %
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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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4.7 %
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