Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214874 DEA: 022H0504 EFIS: 0216000093
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-R34.8/R35.4
Work Description: REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location Description: TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown
DIME Sample ID: 2021-05-06-27
TL Number from the TL Form: 768790
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: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1/2-inch RAP (Combined, 5/8" Minus)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78792B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant
DIME Test ID: 2021-05-06-27-1
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: 07/02/2021
Date Tested: 05/10/2021
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?
|
Method A
|
Mass of the specimen basket assembly
|
no data
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
Mass of HMA Sample prior to ignition
|
1731.6 g
|
Corrected Asphalt Binder Content
|
5.49 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1633.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.17 %
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
1000 F
|
DIME Test ID: 2021-05-06-27-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/02/2021
Date Tested: 05/11/2021
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:
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
|
95.5 %
|
Cumulative percent passing the 3/8 in. sieve
|
87.8 %
|
Cumulative percent passing the 1/4 in. sieve
|
71.3 %
|
Cumulative percent passing the #4 sieve
|
61.4 %
|
Cumulative percent passing the #8 sieve
|
44.2 %
|
Cumulative percent passing the #16 sieve
|
32.8 %
|
Cumulative percent passing the #30 sieve
|
24.4 %
|
Cumulative percent passing the #50 sieve
|
16.5 %
|
Cumulative percent passing the #100 sieve
|
11 %
|
Cumulative percent passing the #200 sieve
|
8.2 %
|
DIME Test ID: 2021-05-06-27-3
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: 07/02/2021
Date Tested: 05/10/2021
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:
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
|
1675.5 grams
|
Mass of container filled with the sample and water for Sample 1
|
8362.1 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.578
|
Theoretical maximum density at 25°C (77°F)
|
no data
|