Sample Record for 2024-10-03-26
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995005 DEA: 060X7004 EFIS: 0619000009
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-5.8/L8.0
Work Description: COLD PLANE PAVEMENT, PLACE RHMA-G, MODIFY LIGHTING AND SIGNAL SYSTEM.
Location Description: TULARE COUNTY IN VISALIA FROM 0.2 MILE SOUTH OF CALDWELL AVENUE TO ROUTE 63/198 SEPARATION
Contractor Name: CAL VALLEY CONSTRUCTION, INC. (Angel Sandoval & Chris Grimm)
Contractor Address: 5125 N. Gates Ave, Suite 102, Fresno, CA 93722
Resident Engineer: Cesar Mandujano Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-10-03-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: 10 Boxes 2 Bags 4 Cans
A brief description of the sample: HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Rock and Aspahlt
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 2
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 4
DIME Test ID: 2024-10-03-26-1
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)
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
This test has been superseded on 10/07/2024. The corrected test ID is: 2024-10-03-26-3
Reason: corrected
Test 2 of 4
DIME Test ID: 2024-10-03-26-2
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: 10/04/2024
Date Tested: 10/04/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
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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
|
7318.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1526.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8272.5 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.665
|
|
Theoretical maximum density at 25°C (77°F)
|
2657.3 kg/m^3
|
Test 3 of 4
DIME Test ID: 2024-10-03-26-3
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: 10/07/2024
Date Tested: 10/07/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
The test was superseded from test ID: 2024-10-03-26-1
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
|
1568 g
|
|
Corrected Asphalt Binder Content
|
5.16 %
|
|
Mass Loss
|
90.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.45 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
Test 4 of 4
DIME Test ID: 2024-10-03-26-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/07/2024
Date Tested: 10/07/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.43
|
|
Bulk Specific Gravity 2
|
2.458
|
|
Bulk Specific Gravity 3
|
2.452
|
|
Average Bulk Specific Gravity
|
2.447
|
