Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213791 DEA: 024H2204 EFIS: 0218000096
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-28.0/34.0
Work Description: PAVEMENT OVERLAY.
Location Description: SISKIYOU COUNTY NEAR MCCLOUD FROM 0.5 MILE SOUTH OF MOUNTAIN HOUSE ROAD TO 0.3 MILE SOUTH OF AZALEA ROAD
Contractor Name: STIMPEL-WIEBELHAUS ASSOC.
Contractor Address: P.O. BOX 492335, REDDING, CA 96049
Resident Engineer: Nicole Mallory Structure Rep.: Unknown
DIME Sample ID: 2019-05-29-24
TL Number from the TL Form: 991047
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP, -3/8-inch
From where was the sample collected: Manufacturer
Laboratory sample identification: D77899B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fawndale Rock and Asphalt
RAP Source: Fawndale Rock and Asphalt
Aggregate Size: Combined, 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-05-29-24-1
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: 07/05/2019
Date Tested: 06/04/2019
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?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
6.11 %
|
|
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
|
DIME Test ID: 2019-05-29-24-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/05/2019
Date Tested: 06/04/2019
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:
|
Total mass of material in the sample
|
1527.2 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
38.2 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
259.4 grams
|
|
Cumulative mass retained on the #4 sieve
|
422.3 grams
|
|
Cumulative mass retained on the #8 sieve
|
717.5 grams
|
|
Cumulative mass retained on the #16 sieve
|
941.9 grams
|
|
Cumulative mass retained on the #30 sieve
|
1101 grams
|
|
Cumulative mass retained on the #50 sieve
|
1213.4 grams
|
|
Cumulative mass retained on the #100 sieve
|
1292.3 grams
|
|
Cumulative mass retained on the #200 sieve
|
1346.1 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
|
97.5 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
83 %
|
|
Cumulative percent passing the #4 sieve
|
72.3 %
|
|
Cumulative percent passing the #8 sieve
|
53 %
|
|
Cumulative percent passing the #16 sieve
|
38.3 %
|
|
Cumulative percent passing the #30 sieve
|
27.9 %
|
|
Cumulative percent passing the #50 sieve
|
20.5 %
|
|
Cumulative percent passing the #100 sieve
|
15.4 %
|
|
Cumulative percent passing the #200 sieve
|
11.86 %
|
DIME Test ID: 2019-05-29-24-3
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: 07/05/2019
Date Tested: 06/04/2019
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:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
no data
|
|
Mass of container filled with water
|
7341.0 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1585.0 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8302.0 grams
|
|
Temperature of Water
|
25 °F
|
|
Specific Gravity for Sample 1
|
2.538
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
