Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214586 DEA: 081H7704 EFIS: 0817000132
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-4.5/5.8
Work Description: INSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL.
Location Description: SAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY INC
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Nicholas Mineo Structure Rep.: Sylvia Stracner
DIME Sample ID: 2021-09-17-46
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2021
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: SAMPLE 2OF 863 TONC OUT AT 2341
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt - Corona
DIME Test ID: 2021-09-17-46-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/05/2021
Date Tested: 09/20/2021
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
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
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no data0 %
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Cumulative percent passing the 1 1/2 in. sieve
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no data0 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
96 %
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Cumulative percent passing the 1/2 in. sieve
|
78 %
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Cumulative percent passing the 3/8 in. sieve
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63 %
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Cumulative percent passing the #4 sieve
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39 %
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Cumulative percent passing the #8 sieve
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27 %
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Cumulative percent passing the #16 sieve
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18 %
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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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9 %
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Cumulative percent passing the #100 sieve
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6 %
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Cumulative percent passing the #200 sieve
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4.6 %
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