Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213720 DEA: 024H2004 EFIS: 0218000094
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-26.3/29.2
Work Description: PAVEMENT OVERLAY
Location Description: SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
Contractor Name: Hat Creek Construction
Contractor Address: 24339 Highway 89 N, Burney, CA 96013
Resident Engineer: TOFAEL ANWAR Structure Rep.: Unknown
DIME Sample ID: 2019-04-17-25
TL Number from the TL Form: 853328
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: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: -3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D77830A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit Facility
RAP Source: Shaw Pit Facility
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-04-17-25-1
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: 05/08/2019
Date Tested: 04/19/2019
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
|
5.51 %
|
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: 2019-04-17-25-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/08/2019
Date Tested: 04/22/2019
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
|
1556.3 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
|
52.4 grams
|
Cumulative mass retained on the 1/4 in. sieve
|
421.4 grams
|
Cumulative mass retained on the #4 sieve
|
597.6 grams
|
Cumulative mass retained on the #8 sieve
|
902.9 grams
|
Cumulative mass retained on the #16 sieve
|
1076.8 grams
|
Cumulative mass retained on the #30 sieve
|
1182.1 grams
|
Cumulative mass retained on the #50 sieve
|
1256.2 grams
|
Cumulative mass retained on the #100 sieve
|
1311.5 grams
|
Cumulative mass retained on the #200 sieve
|
1354.3 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
|
96.6 %
|
Cumulative percent passing the 1/4 in. sieve
|
72.9 %
|
Cumulative percent passing the #4 sieve
|
61.6 %
|
Cumulative percent passing the #8 sieve
|
42 %
|
Cumulative percent passing the #16 sieve
|
30.8 %
|
Cumulative percent passing the #30 sieve
|
24 %
|
Cumulative percent passing the #50 sieve
|
19.3 %
|
Cumulative percent passing the #100 sieve
|
15.7 %
|
Cumulative percent passing the #200 sieve
|
12.98 %
|
DIME Test ID: 2019-04-17-25-3
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: 05/08/2019
Date Tested: 04/19/2019
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
|
7372.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1570.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8327.0 grams
|
Temperature of Water
|
25 °F
|
Specific Gravity for Sample 1
|
2.552
|
Theoretical maximum density at 25°C (77°F)
|
no data
|