Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994386 DEA: 023J7404 EFIS: 0222000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-395-92.0/98.5
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND RECESSED THERMOPLASTIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 16 MILES SOUTH OF RAVENDALE FROM 0.1 MILE NORTH OF KARLO ROAD TO 1.5 MILES SOUTH OF RAMHORN ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2023-07-17-72
TL Number from the TL Form: 850960
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: 07/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.0% RAP Aggregate and virgin PG 58-22 from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79301
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2023-07-17-72-1
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)
Verified Date: 12/11/2023
Date Tested: 08/31/2023
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=6.58%
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3034.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5174.1 g
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Mass of HMA Sample prior to ignition
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2139.5 g
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Corrected Asphalt Binder Content
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6.58 %
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Mass Loss
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158.5 g
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Mass of aggregate remaining after ignition
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1981.0 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.69 %
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|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-07-17-72-2
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: 12/11/2023
Date Tested: 07/18/2023
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=2.450
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
|
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Mass Determination
|
Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
|
7335.7 grams
|
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Mass of oven-dry sample in air for Sample 1
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2501.0 grams
|
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Mass of container filled with the sample and water for Sample 1
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8815.7 grams
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.450
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Theoretical maximum density at 25°C (77°F)
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2442.9 kg/m^3
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DIME Test ID: 2023-07-17-72-3
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: 12/11/2023
Date Tested: 07/26/2023
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: AASHTO T 312:
%Gmm8=86.4,
%Gmm85=95.2,
%Gmm130=96.4;
CT 366:
S=43
Test Result Compliance: not applicable
Additional Comments When Verified:
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Volume of the specimen (Vm8)
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2267.865 cm^3
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Volume of the specimen (Vm85)
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2057.681 cm^3
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Volume of the specimen (Vm130)
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2031.188 cm^3
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Uncorrected relative density (Gmmu8)
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84.1 %
|
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Uncorrected relative density (Gmmu85)
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92.7 %
|
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Uncorrected relative density (Gmmu130)
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93.9 %
|
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Relative density (Gmm8)
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86.3 %
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Relative density (Gmm85)
|
95.2 %
|
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Relative density (Gmm130)
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96.4 %
|
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Air Voids (AV8)
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13.7 %
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Air Voids (AV85)
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4.8 %
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Air Voids (AV130)
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3.6 %
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DIME Test ID: 2023-07-17-72-4
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: 12/11/2023
Date Tested: 07/26/2023
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=2.338
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.323
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Bulk Specific Gravity 2
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2.329
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Bulk Specific Gravity 3
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2.361
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Average Bulk Specific Gravity
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2.338
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DIME Test ID: 2023-07-17-72-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/11/2023
Date Tested: 07/27/2023
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: AASHTO T 269:
Pa=4.6%;
MS-2:
VMA=16.5%,
VFA=72.4%,
DP=1.1
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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5.2 %
|
|
Percent Air Voids 2
|
4.9 %
|
|
Percent Air Voids 3
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3.6 %
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Percent Air Voids Average
|
4.6 %
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DIME Test ID: 2023-07-17-72-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/11/2023
Date Tested: 08/08/2023
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=85,
S2=85,
TSR=100%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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85 psi
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|
Average Wet Tensile Strength
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85 psi
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Tensile Strength Ratio
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1
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DIME Test ID: 2023-07-17-72-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/11/2023
Date Tested: 08/08/2023
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: CT 389:
Nf>15000,
SIP>15000;
CT 360:
SA=0.1g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
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Test Temperature
|
122 F
|
|
Type and Amount of Anti-Stripping Additive
|
1.0% Lime
|
|
Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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3.05 mm
|
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Maximum impression at 5000 passes (right wheel)
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2.94 mm
|
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Average impression at 5000 passes (left/right avg)
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3 mm
|
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Maximum impression at 10000 passes (left wheel)
|
3.73 mm
|
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Maximum impression at 10000 passes (right wheel)
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3.44 mm
|
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Average impression at 10000 passes (left/right avg)
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3.59 mm
|
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Maximum impression at 15000 passes (left wheel)
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4.21 mm
|
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Maximum impression at 15000 passes (right wheel)
|
4.01 mm
|
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Average impression at 15000 passes (left/right avg)
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4.11 mm
|
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Average impression at 20000 passes (left/right avg)
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no data
|
|
Average impression at 25000 passes (left/right avg)
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no data
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