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Sample Record for 2022-06-03-39

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

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

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:

Test Results

Test 1 of 1

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
Cumulative percent passing the 2 in. sieve 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
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 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 8 %
Cumulative percent passing the #30 sieve 6 %
Cumulative percent passing the #50 sieve 4 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.5 %