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Sample Record for 2021-08-15-10

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

Project Information

Project ID: 214919 DEA: 060U4504 EFIS: 0615000298 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-18.6/T25.5
Work Description: COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING.
Location Description: FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Raman Guraya

Sample Information

DIME Sample ID: 2021-08-15-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2021
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI Fresno

Material Information

RAP Source: Plant
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-08-15-10-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/08/2021
Date Tested: 11/08/2021
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 98.9 %
Cumulative percent passing the #4 sieve 73.6 %
Cumulative percent passing the #8 sieve 55.2 %
Cumulative percent passing the #16 sieve 43.4 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 19.9 %
Cumulative percent passing the #100 sieve 11.4 %
Cumulative percent passing the #200 sieve 7.0 %