Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994546 DEA: 030H3704 EFIS: 0315000151
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-65-R0.5/1.8
Work Description: PLACE HMA, RHMA & CONC CURB/SIDEWALK, INSTALL & MODIFY SIGNAL SYSTEMS.
Location Description: YUBA COUNTY NEAR WHEATLAND FROM 0.2 MILE SOUTH OF MAIN STREET TO GRASSHOPPER SLOUGH BRIDGE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, Chico, CA 95928
Resident Engineer: Dustin Watts Structure Rep.: Unknown
DIME Sample ID: 2024-06-17-111
TL Number from the TL Form: C803806
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2024
The quantity of what the sample constitutes: 3/4" HMA w/ 15% RAP
A brief description of the sample: 12 boxes HMA
From where was the sample collected: Source
Laboratory sample identification: Daily 24-034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Hallwood
DIME Test ID: 2024-06-17-111-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/27/2024
Date Tested: 06/26/2024
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: Daily 24-034
Test Result Compliance: complies
Additional Comments When Verified:
Average impression at 5000 passes (left/right avg)
|
0.885 mm
|
Average impression at 10000 passes (left/right avg)
|
1.28 mm
|
Average impression at 15000 passes (left/right avg)
|
1.625 mm
|
Average impression at 20000 passes (left/right avg)
|
1.905 mm
|
Average impression at 25000 passes (left/right avg)
|
2.115 mm
|
DIME Test ID: 2024-06-17-111-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/27/2024
Date Tested: 06/20/2024
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: Daily 24-034
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.563
|
Theoretical maximum density at 25°C (77°F)
|
3 kg/m^3
|
DIME Test ID: 2024-06-17-111-3
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: 06/27/2024
Date Tested: 06/20/2024
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: Daily 24-034
JMF 24-009
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2111.8 g
|
Corrected Asphalt Binder Content
|
4.76 %
|
Mass Loss
|
110.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.02 %
|
Test Temperature
|
538 C
|