Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214587 DEA: 101J1604 EFIS: 1018000180
QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.9/41.0
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location Description: STANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
Contractor Name: George Reed
Contractor Address: PO Box, Greenwood, CA 95635
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown
DIME Sample ID: 2020-04-15-2
TL Number from the TL Form: C033878
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2020
The quantity of what the sample constitutes: RAP
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc
RAP Source: Stockpile
Aggregate Size: 3/8 inch minus
Aggregate Source: Table Mountain Quarry
RAP Stockpile: Static
Stockpile Size (tons): 3000
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-04-15-2-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/22/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
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
|
99.2 %
|
Cumulative percent passing the 1/4 in. sieve
|
99.2 %
|
Cumulative percent passing the #4 sieve
|
73.1 %
|
Cumulative percent passing the #8 sieve
|
53 %
|
Cumulative percent passing the #16 sieve
|
38.9 %
|
Cumulative percent passing the #30 sieve
|
27.6 %
|
Cumulative percent passing the #50 sieve
|
18.3 %
|
Cumulative percent passing the #100 sieve
|
12.2 %
|
Cumulative percent passing the #200 sieve
|
8.5 %
|
DIME Test ID: 2020-04-15-2-3
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: 04/22/2020
Date Tested: 04/17/2020
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.470
|
Theoretical maximum density at 25°C (77°F)
|
no data
|