Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000003 DEA: 024J8404 EFIS: 0223000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-76.0/92.0
Work Description: ASPHALT RUBBER CHIP SEAL AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: LASSEN COUNTY NEAR LITCHFIELD FROM 0.1 MILE SOUTH OF MAPES LANE TO 0.1 MILE NORTH OF KARLO ROAD
Contractor Name: VSS INTERNATIONAL, INC.
Contractor Address: 3785 CHANNEL DRIVE, WEST SACRAMENTO, CA 95691
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2024-08-19-72
TL Number from the TL Form: 858127
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2024
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 1/2" HMA Type A with 25% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79695
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA
DIME Test ID: 2024-08-19-72-1
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: 09/05/2024
Date Tested: 08/22/2024
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: Gmm=2.464
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
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
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1528.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8240.2 grams
|
|
Temperature of Water
|
25 °F
|
|
Specific Gravity for Sample 1
|
2.464
|
|
Theoretical maximum density at 25°C (77°F)
|
2456.9 kg/m^3
|
DIME Test ID: 2024-08-19-72-2
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: 09/05/2024
Date Tested: 08/26/2024
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: Gmb=2.300
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.298
|
|
Bulk Specific Gravity 2
|
2.299
|
|
Bulk Specific Gravity 3
|
2.302
|
|
Average Bulk Specific Gravity
|
2.3
|
DIME Test ID: 2024-08-19-72-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/05/2024
Date Tested: 09/04/2024
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: Pa=6.7%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
6.7 %
|
|
Percent Air Voids 2
|
6.7 %
|
|
Percent Air Voids 3
|
6.6 %
|
|
Average Percent Air Voids
|
6.7 %
|
DIME Test ID: 2024-08-19-72-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/05/2024
Date Tested: 09/04/2024
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: S1=137 psi, S2=121 psi, TSR=88%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
137 psi
|
|
Average Wet Tensile Strength
|
121 psi
|
|
Tensile Strength Ratio
|
0.88
|
DIME Test ID: 2024-08-19-72-5
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: 09/30/2024
Date Tested: 09/27/2024
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: Pb=5.56%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3034.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4587.1 g
|
|
Mass of HMA Sample prior to ignition
|
1552.9 g
|
|
Corrected Asphalt Binder Content
|
5.57 %
|
|
Mass Loss
|
102.9 g
|
|
Mass of aggregate remaining after ignition
|
1450 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
