Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214875 DEA: 033H72U4 EFIS: 0320000087
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-5.6/9.1
Work Description: ROADWAY EXCAVATION, PLACE HMA & RHMA, & CONSTRUCT DRAINAGE SYSTEMS.
Location Description: BUTTE COUNTY NEAR OROVILLE FROM 0.2 MILE NORTH OF COX LANE TO 0.1 MILE NORTH OF PALERMO ROAD
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: 1764 Skyway, Chico, CA 95928
Resident Engineer: Dan Rechs Structure Rep.: Unknown
DIME Sample ID: 2020-09-02-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-038
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Hallwood
DIME Test ID: 2020-09-02-40-1
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: 02/01/2021
Date Tested: 05/07/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-038. Test date from CEM 3512.
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
|
4.50 %
|
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: 2020-09-02-40-2
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: 02/01/2021
Date Tested: 09/09/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-038. Test date estimated.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.573
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-09-02-40-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/01/2021
Date Tested: 09/09/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-038. Test date estimated.
Test Result Compliance: complies
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
|
81 %
|
Cumulative percent passing the #4 sieve
|
60 %
|
Cumulative percent passing the #8 sieve
|
42 %
|
Cumulative percent passing the #16 sieve
|
32 %
|
Cumulative percent passing the #30 sieve
|
28 %
|
Cumulative percent passing the #50 sieve
|
20 %
|
Cumulative percent passing the #100 sieve
|
12 %
|
Cumulative percent passing the #200 sieve
|
9.1 %
|