Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993905 DEA: 034H5814 EFIS: 0320000240
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-27.6/29.5,30.4/34.3
Work Description: ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS.
Location Description: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Hani Eissa Structure Rep.: Brent Bullard
DIME Sample ID: 2023-12-11-22
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/12/2023
The quantity of what the sample constitutes: 2 HMA Boxes
A brief description of the sample: 3/4" HMA w/ 25% RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Construction
DIME Test ID: 2023-12-11-22-1
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: 12/21/2023
Date Tested: 12/18/2023
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:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water 1
|
7343.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
1559.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8290.9 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.548
|
Theoretical maximum density at 25°C (77°F)
|
2541 kg/m^3
|
DIME Test ID: 2023-12-11-22-2
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: 12/21/2023
Date Tested: 12/18/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3944.7 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6001.2 g
|
Mass of HMA Sample prior to ignition
|
2056.5 g
|
Corrected Asphalt Binder Content
|
5.18 %
|
Mass Loss
|
117.0 g
|
Mass of aggregate remaining after ignition
|
1939.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|