Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994730 DEA: 040Y1904 EFIS: 0422000255
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-37-R0.0/R7.4
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: SOLANO COUNTY IN AND NEAR VALLEJO FROM SONOMA COUNTY LINE TO NAPA RIVER BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-04-20-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" RHMA-G Mix
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
DIME Test ID: 2024-04-20-9-1
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: 04/25/2024
Date Tested: 04/20/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples
|
2
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.395
|
Specific Gravity for Sample 2
|
2.401
|
Average Specific Gravity
|
2.398
|
Theoretical maximum density at 25°C (77°F)
|
2391 kg/m^3
|
DIME Test ID: 2024-04-20-9-2
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: 04/25/2024
Date Tested: 04/20/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
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 HMA Sample prior to ignition
|
1673.0 g
|
Corrected Asphalt Binder Content
|
7.89 %
|
Mass Loss
|
155.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.23 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.16 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-04-20-9-3
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: 04/25/2024
Date Tested: 04/20/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Burn #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
|
1673.6 g
|
Corrected Asphalt Binder Content
|
7.81 %
|
Mass Loss
|
154.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.23 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.18 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-04-20-9-4
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: 05/09/2024
Date Tested: 04/25/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.283
|
Bulk Specific Gravity 2
|
2.257
|
Bulk Specific Gravity 3
|
2.262
|
Average Bulk Specific Gravity
|
2.267
|
DIME Test ID: 2024-04-20-9-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2024
Date Tested: 04/25/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
95.2 %
|
Percent Air Voids 2
|
94.1 %
|
Percent Air Voids 3
|
94.3 %
|
Percent Air Voids Average
|
94.5 %
|