Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215212 DEA: 081F1434 EFIS: 0815000233
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-38.2/51.5
Work Description: INDIVIDUAL SLAB REPLACEMENT, REPLACE BASE & GRIND CONCRETE PAVEMENT.
Location Description: RIVERSIDE COUNTY IN CORONA AND EASTVALE FROM 0.5 MILE SOUTH OF ONTARIO AVENUE UNDERCROSSING TO ROUTE 60/15 SEPARATION
Contractor Name: Myers & Sons Construction
Contractor Address: 4600 Northgate Boulevard, Suite 100, Sacramento, CA 95834-1121
Resident Engineer: Ali Chinichian Structure Rep.: Unknown
DIME Sample ID: 2022-06-03-39
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: 06/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/06/2022
The quantity of what the sample constitutes: 2 Boxes HMA 82.14 tons out at 11:13 pm
A brief description of the sample: 1/2" RHMA-G-SP 1.0% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 6711
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Corona
DIME Test ID: 2022-06-03-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2022
Date Tested: 06/14/2022
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:
What type of gradation is being tested?
|
Combined Gradation
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Cumulative percent passing the 2 in. sieve
|
no data0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
no data0 %
|
Cumulative percent passing the 1 in. sieve
|
no data0 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
94 %
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
Cumulative percent passing the #4 sieve
|
36 %
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Cumulative percent passing the #8 sieve
|
36 %
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Cumulative percent passing the #16 sieve
|
8 %
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Cumulative percent passing the #30 sieve
|
6 %
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Cumulative percent passing the #50 sieve
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4 %
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Cumulative percent passing the #100 sieve
|
3 %
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Cumulative percent passing the #200 sieve
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2.5 %
|