Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213058 DEA: 010G6804 EFIS: 0117000045
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-253-0.0-17.6 / 30-28.4 / 23.3-19.8
Work Description: COLD PLANE, PLACE HMA AND MICROSURFACING
Location Description: MENDOCINO COUNTY NEAR BOONVILLE FROM 0.5 MILE WEST OF ANDERSON CREEK BRIDGE TO ROUTE 253/101 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 South State Street, Ukiah, CA 95482
Resident Engineer: Arjun Subedi Structure Rep.: Unknown
DIME Sample ID: 2018-05-27-2
TL Number from the TL Form: 978561
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: 61953
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
RAP Source: granite ukiah
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2018-05-27-2-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/24/2018
Date Tested: 07/24/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve
|
no data
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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
|
99.3 %
|
Cumulative percent passing the 1/4 in. sieve
|
99.3 %
|
Cumulative percent passing the #4 sieve
|
74.3 %
|
Cumulative percent passing the #8 sieve
|
50 %
|
Cumulative percent passing the #16 sieve
|
34.7 %
|
Cumulative percent passing the #30 sieve
|
25.3 %
|
Cumulative percent passing the #50 sieve
|
19 %
|
Cumulative percent passing the #100 sieve
|
14 %
|
Cumulative percent passing the #200 sieve
|
9.9 %
|