Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993316 DEA: 07325304 EFIS: 0716000083
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R1.5/R10.2
Work Description: CONSTRUCT STORM WATER TREATMENT DEVICES AND IMPORTED BORROW.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE WEST OF ROUTE 118/27 SEPARATION TO 0.2 MILE EAST OF SEPULVEDA BOULEVARD UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS INC.
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Arturo Lao Structure Rep.: George Boules
DIME Sample ID: 2022-10-26-25
TL Number from the TL Form: C006622
Sample Submitted By Organization: CT D07 - Plant Services
Sample Organization Contact: 562-345-3126
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2022
The quantity of what the sample constitutes: 180 Tons
A brief description of the sample: Reclaimed Asphalt Pavement
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale
DIME Test ID: 2022-10-26-25-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/17/2022
Date Tested: 11/05/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used?
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No
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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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
97 %
|
Cumulative percent passing the #4 sieve
|
78 %
|
Cumulative percent passing the #8 sieve
|
60 %
|
Cumulative percent passing the #16 sieve
|
48 %
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Cumulative percent passing the #30 sieve
|
36 %
|
Cumulative percent passing the #50 sieve
|
25 %
|
Cumulative percent passing the #100 sieve
|
19 %
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Cumulative percent passing the #200 sieve
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10.0 %
|
DIME Test ID: 2022-10-26-25-2
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: 11/05/2022
Submitted By Organization: CT D07 - Plant Services
Organization Address: 13230 East Firestone Boulevard, Suite G,
Organization City: Santa Fe Springs
Organization State: CA
Organization Zipcode: 90670
Organization Email: victor.zengler@dot.ca.gov
Organization Phone: (562) 345-3126
General Comments for this Test:
Test Result Compliance:
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
|
no data
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Corrected Asphalt Binder Content
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6.30 %
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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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no data
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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
|
Test Temperature
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no data
|