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Sample Record for 2019-04-01-17

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

Project Information

Project ID: 212753 DEA: 020H7604 EFIS: 0215000086 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,PLU-VAR-VAR
Work Description: FULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION
Location Description: LASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 HWT 89, BURNEY, CA 96013
Resident Engineer: Ron Collins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-01-17
TL Number from the TL Form:
Sample Submitted By Organization: CGI Technical Services, Incorporated
Sample Organization Contact: (530) 244-6277
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2019
The quantity of what the sample constitutes: production stockpile.
A brief description of the sample: 3/8-inch Minus RAP (Ignition)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake

Material Information

RAP Source: Ward Lake Pit
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2019-04-01-17-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/08/2019
Date Tested: 04/11/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 7.8 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2019-04-01-17-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/08/2019
Date Tested: 04/11/2019
Submitted By Organization: CGI Technical Services, Incorporated
Organization Address: 1612 Insight Place,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96003
Organization Email: vkyatham@currygroup.com
Organization Phone: (530) 244-6277
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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 100 %
Cumulative percent passing the 1/4 in. sieve no data
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 39 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 22 %
Cumulative percent passing the #100 sieve 16 %
Cumulative percent passing the #200 sieve 11.5 %