Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214571 DEA: 020J1104 EFIS: 0219000062
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown
DIME Sample ID: 2020-06-04-33
TL Number from the TL Form: 733198
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: 06/04/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2020
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: Source
Laboratory sample identification: D78457B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products
DIME Test ID: 2020-06-04-33-1
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: 08/15/2020
Date Tested: 06/06/2020
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
|
1608.6 g
|
Corrected Asphalt Binder Content
|
5.69 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2020-06-04-33-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/15/2020
Date Tested: 06/06/2020
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:
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
|
97 %
|
Cumulative percent passing the 3/8 in. sieve
|
86.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
67.6 %
|
Cumulative percent passing the #4 sieve
|
57.7 %
|
Cumulative percent passing the #8 sieve
|
39.8 %
|
Cumulative percent passing the #16 sieve
|
29.6 %
|
Cumulative percent passing the #30 sieve
|
23 %
|
Cumulative percent passing the #50 sieve
|
17.4 %
|
Cumulative percent passing the #100 sieve
|
12.7 %
|
Cumulative percent passing the #200 sieve
|
9.6 %
|
DIME Test ID: 2020-06-04-33-3
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: 08/15/2020
Date Tested: 06/06/2020
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
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7338.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
1535.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8262.0 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.509
|
Theoretical maximum density at 25°C (77°F)
|
no data
|