Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213336 DEA: 023E7404 EFIS: 0200020160
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-R7.6/18.3
Work Description: PAVEMENT PRESERVATION
Location Description: SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown
DIME Sample ID: 2019-05-09-9
TL Number from the TL Form: 001909
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: 05/09/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77878B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Northstate Asphalt
RAP Source: Northstate Asphalt
Aggregate Size: Combined
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-05-09-9-1
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: 06/13/2019
Date Tested: 05/13/2019
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
|
6.12 %
|
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: 2019-05-09-9-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/13/2019
Date Tested: 05/14/2019
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
|
1445.5 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
|
12.3 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
99.5 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
200.3 grams
|
Cumulative mass retained on the 1/4 in. sieve
|
421 grams
|
Cumulative mass retained on the #4 sieve
|
545.4 grams
|
Cumulative mass retained on the #8 sieve
|
795.1 grams
|
Cumulative mass retained on the #16 sieve
|
979.8 grams
|
Cumulative mass retained on the #30 sieve
|
1105.9 grams
|
Cumulative mass retained on the #50 sieve
|
1203.5 grams
|
Cumulative mass retained on the #100 sieve
|
1272.6 grams
|
Cumulative mass retained on the #200 sieve
|
1314.7 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
|
99.1 %
|
Cumulative percent passing the 1/2 in. sieve
|
93.1 %
|
Cumulative percent passing the 3/8 in. sieve
|
86.1 %
|
Cumulative percent passing the 1/4 in. sieve
|
70.9 %
|
Cumulative percent passing the #4 sieve
|
62.3 %
|
Cumulative percent passing the #8 sieve
|
45 %
|
Cumulative percent passing the #16 sieve
|
32.2 %
|
Cumulative percent passing the #30 sieve
|
23.5 %
|
Cumulative percent passing the #50 sieve
|
16.7 %
|
Cumulative percent passing the #100 sieve
|
12 %
|
Cumulative percent passing the #200 sieve
|
9.05 %
|
DIME Test ID: 2019-05-09-9-3
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: 06/13/2019
Date Tested: 05/13/2019
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
|
1596.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8306.0 grams
|
Temperature of Water
|
24 °F
|
Specific Gravity for Sample 1
|
2.529
|
Theoretical maximum density at 25°C (77°F)
|
no data
|