Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215350 DEA: 081E0604 EFIS: 0813000140
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-97.0/99.5
Work Description: WIDEN ROADWAY WITH HMA, MINOR CONCRETE & MODIFY SIGNAL & LIGHTING.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM AMARGOSA ROAD TO COBALT ROAD
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Larry Canuti Structure Rep.: Unknown
DIME Sample ID: 2021-07-23-28
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: 07/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/24/2021
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4" HMA-A-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: at 736 am of 160 tons out
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond-Victorville
DIME Test ID: 2021-07-23-28-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/13/2021
Date Tested: 07/29/2021
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: does not comply
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
|
0 %
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Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
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Cumulative percent passing the 1/2 in. sieve
|
90 %
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Cumulative percent passing the 3/8 in. sieve
|
73 %
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Cumulative percent passing the 1/4 in. sieve
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no data
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Cumulative percent passing the #4 sieve
|
48 %
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Cumulative percent passing the #8 sieve
|
39 %
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Cumulative percent passing the #16 sieve
|
29 %
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Cumulative percent passing the #30 sieve
|
20 %
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Cumulative percent passing the #50 sieve
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14 %
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Cumulative percent passing the #100 sieve
|
6 %
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Cumulative percent passing the #200 sieve
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3.6 %
|