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Sample Record for 2018-02-20-17

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

Project Information

Project ID: 212852 DEA: 010H7604 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-33.0/42.0
Work Description: Fire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal.
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: MUNES NASH Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-02-20-17
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 02/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/22/2018
The quantity of what the sample constitutes: renewal
A brief description of the sample: RAP - Chem 1
From where was the sample collected: Manufacturer
Laboratory sample identification: 61894
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah

Material Information

RAP Source: granite ukiah
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2018-02-20-17-1
Test Method: CTM 202-Oct 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 03/30/2018
Date Tested: 03/30/2018
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: rap 1
Test Result Compliance:
Additional Comments When Verified:
What size aggregate is being tested? Combined Gradation
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 97.8 %
Cumulative percent passing the #4 sieve 70.6 %
Cumulative percent passing the #8 sieve 43.2 %
Cumulative percent passing the #16 sieve 27.7 %
Cumulative percent passing the #30 sieve 18.9 %
Cumulative percent passing the #50 sieve 13.1 %
Cumulative percent passing the #100 sieve 8.9 %
Cumulative percent passing the #200 sieve 6 %

Test 2 of 4

DIME Test ID: 2018-02-20-17-2
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 03/30/2018
Date Tested: 03/30/2018
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: rap 1
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.6 %

Test 3 of 4

DIME Test ID: 2018-02-20-17-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/30/2018
Date Tested: 03/30/2018
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:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.558
Specific Gravity for Sample 2 2.600
Specific Gravity for Sample 3 2.652
Average Specific Gravity 2.613
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 4

DIME Test ID: 2018-02-20-17-4
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/30/2018
Date Tested: 03/30/2018
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: Rap 1
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 2 in. sieve no data
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 97.8 %
Cumulative percent passing the 1/4 in. sieve 97.8 %
Cumulative percent passing the #4 sieve 70.6 %
Cumulative percent passing the #8 sieve 43.2 %
Cumulative percent passing the #16 sieve 27.7 %
Cumulative percent passing the #30 sieve 18.9 %
Cumulative percent passing the #50 sieve 13.1 %
Cumulative percent passing the #100 sieve 8.9 %
Cumulative percent passing the #200 sieve 6 %