Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2019-04-01-12
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" Minus RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake
RAP Source: Ward Lake Pit
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-04-01-12-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/08/2019
Date Tested: 04/05/2019
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
|
99 %
|
Cumulative percent passing the 1/4 in. sieve
|
no data
|
Cumulative percent passing the #4 sieve
|
73 %
|
Cumulative percent passing the #8 sieve
|
52 %
|
Cumulative percent passing the #16 sieve
|
38 %
|
Cumulative percent passing the #30 sieve
|
29 %
|
Cumulative percent passing the #50 sieve
|
21 %
|
Cumulative percent passing the #100 sieve
|
13 %
|
Cumulative percent passing the #200 sieve
|
8.4 %
|
DIME Test ID: 2019-04-01-12-3
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: 05/08/2019
Date Tested: 04/08/2019
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:
Corrected Asphalt Binder Content
|
6.02 %
|
DIME Test ID: 2019-04-01-12-4
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: 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:
Number of tests
|
3
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Specific Gravity for Sample 1
|
2.429
|
Specific Gravity for Sample 2
|
2.434
|
Specific Gravity for Sample 3
|
2.432
|
Average Specific Gravity
|
2.432
|
Theoretical maximum density at 25°C (77°F)
|
no data
|