Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215245 DEA: 021J4504 EFIS: 0220000080
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-14.0/19.0
Work Description: PLACE HMA (TYPE A).
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Contractor Name: S.T. Rhoades Construction
Contractor Address: 8585 Commercial Way, Redding, CA 96002
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2021-06-02-7
TL Number from the TL Form: 858980
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78819B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-06-02-7-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/19/2021
Date Tested: 06/04/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Does this test use 1/4 sieve?
|
Yes
|
|
Is an aggregate correction factor used?
|
No
|
|
Total mass of material in the sample
|
1471 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
7.7 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
234.5 grams
|
|
Cumulative mass retained on the #4 sieve
|
456.2 grams
|
|
Cumulative mass retained on the #8 sieve
|
802.0 grams
|
|
Cumulative mass retained on the #16 sieve
|
1010.6 grams
|
|
Cumulative mass retained on the #30 sieve
|
1141.3 grams
|
|
Cumulative mass retained on the #50 sieve
|
1233.8 grams
|
|
Cumulative mass retained on the #100 sieve
|
1294.2 grams
|
|
Cumulative mass retained on the #200 sieve
|
1330.0 grams
|
|
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
|
99.5 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
84.1 %
|
|
Cumulative percent passing the #4 sieve
|
69 %
|
|
Cumulative percent passing the #8 sieve
|
45.5 %
|
|
Cumulative percent passing the #16 sieve
|
31.3 %
|
|
Cumulative percent passing the #30 sieve
|
22.4 %
|
|
Cumulative percent passing the #50 sieve
|
16.1 %
|
|
Cumulative percent passing the #100 sieve
|
12 %
|
|
Cumulative percent passing the #200 sieve
|
9.6 %
|
DIME Test ID: 2021-06-02-7-3
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: 08/19/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7336.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1563.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8290.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.563
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-06-02-7-4
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: 08/19/2021
Date Tested: 06/03/2021
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
no data
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
6.27 %
|
|
Mass Loss
|
no data
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
|
Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
