Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993343 DEA: 022J3604 EFIS: 0221000070
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-67.5/R75.1
Work Description: ASPHALT-RUBBER BINDER, SEAL COAT & REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR MINERAL FROM 0.2 MILE EAST OF LATKA ROAD TO 0.1 MILE EAST OF LITTLE GIANT MILL ROAD
Contractor Name: VSS International
Contractor Address: 3785 Channel Drive, West Sacramento, CA 95691
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2022-06-13-31
TL Number from the TL Form: 708125
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79050
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding, CA)
DIME Test ID: 2022-06-13-31-1
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: 06/27/2022
Date Tested: 06/14/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7335.9 grams
|
Mass of oven-dry sample in air for Sample 1
|
1601.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8296.2 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.498
|
Theoretical maximum density at 25°C (77°F)
|
155.5 lb/ft^3
|
DIME Test ID: 2022-06-13-31-2
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: 06/27/2022
Date Tested: 06/15/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
5.45 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.77 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2022-06-13-31-3
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: 06/27/2022
Date Tested: 06/14/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.410
|
Bulk Specific Gravity 2
|
2.413
|
Bulk Specific Gravity 3
|
2.410
|
Average Bulk Specific Gravity
|
2.411
|
DIME Test ID: 2022-06-13-31-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/27/2022
Date Tested: 06/14/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: VMA = 14.9%,
VFA = 76.6%,
DP = 1.0
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.5 %
|
Percent Air Voids 2
|
3.4 %
|
Percent Air Voids 3
|
3.5 %
|
Percent Air Voids Average
|
3.5 %
|
DIME Test ID: 2022-06-13-31-5
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 06/27/2022
Date Tested: 06/14/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Volume of the specimen (Vm8)
|
2271.398 cm^3
|
Volume of the specimen (Vm85)
|
2045.318 cm^3
|
Volume of the specimen (Vm130)
|
2018.824 cm^3
|
Uncorrected relative density (Gmmu8)
|
84.0 %
|
Uncorrected relative density (Gmmu85)
|
93.3 %
|
Uncorrected relative density (Gmmu130)
|
94.6 %
|
Relative density (Gmm8)
|
86.7 %
|
Relative density (Gmm85)
|
96.3 %
|
Relative density (Gmm130)
|
97.5 %
|
Air Voids (AV8)
|
13.3 %
|
Air Voids (AV85)
|
3.7 %
|
Air Voids (AV130)
|
2.5 %
|
DIME Test ID: 2022-06-13-31-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
Data has not been verified.