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Sample Record for 2021-12-27-5

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

Project Information

Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2021-12-27-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 12/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/30/2021
The quantity of what the sample constitutes: A sublot
A brief description of the sample: Sample from Lot 1-1
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 21-A-310
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula

Material Information

RAP Source: Granite Santa Paula
Aggregate Size: Five Eighths Minus
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2021-12-27-5-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/04/2022
Date Tested: 01/04/2022
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: Uncorrected values (need to be corrected by RAP Correlation Factors)
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 98.8 %
Cumulative percent passing the #4 sieve 76.3 %
Cumulative percent passing the #8 sieve 60.4 %
Cumulative percent passing the #16 sieve 43.5 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 22.8 %
Cumulative percent passing the #100 sieve 14.7 %
Cumulative percent passing the #200 sieve 9.4 %