Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
DIME Sample ID: 2023-10-02-46
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: 10/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 1" HMA A
From where was the sample collected: Distributor
Laboratory sample identification: test 1 123 tons out a0645 AM
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville
DIME Test ID: 2023-10-02-46-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/11/2023
Date Tested: 10/03/2023
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: SIEVE# 1". NO8, NO 30 ARE OUT OF OPERATING RANGE
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
|
99 %
|
Cumulative percent passing the 3/4 in. sieve
|
88 %
|
Cumulative percent passing the 1/2 in. sieve
|
76 %
|
Cumulative percent passing the 3/8 in. sieve
|
70 %
|
Cumulative percent passing the #4 sieve
|
56 %
|
Cumulative percent passing the #8 sieve
|
47 %
|
Cumulative percent passing the #16 sieve
|
36 %
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Cumulative percent passing the #30 sieve
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27 %
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Cumulative percent passing the #50 sieve
|
16 %
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Cumulative percent passing the #100 sieve
|
8 %
|
Cumulative percent passing the #200 sieve
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5.0 %
|