Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213700 DEA: 020H9004 EFIS: 0215000077
QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: SHASTA SERVICES INC. DBA
Contractor Address: 509 S. Mt. Shasta Blvd., Mt. Shasta, CA 96067
Resident Engineer: John Yolton Structure Rep.: Adam Scardaci
DIME Sample ID: 2021-03-04-28
TL Number from the TL Form: 896988
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: 03/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Treated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78751
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant
DIME Test ID: 2021-03-04-28-1
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: 04/26/2021
Date Tested: 03/08/2021
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: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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no data
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Mass of the specimen and specimen basket assembly prior to ignition
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no data
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Mass of HMA Sample prior to ignition
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2036.7 g
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Corrected Asphalt Binder Content
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5.06 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1916.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.67 %
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Moisture Content
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0.15 %
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Temperature Compensation Factor
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no data
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Test Temperature
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1000 F
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DIME Test ID: 2021-03-04-28-2
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: 04/26/2021
Date Tested: 03/08/2021
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
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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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
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7336.6 grams
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Mass of oven-dry sample in air for Sample 1
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2509.1 grams
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Mass of container filled with the sample and water for Sample 1
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8863.6 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.555
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-03-04-28-3
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: 04/26/2021
Date Tested: 03/08/2021
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:
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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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2071.811 cm^3
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Volume of the specimen (Vm130)
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2047.084 cm^3
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Uncorrected relative density (Gmmu8)
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84.3 %
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Uncorrected relative density (Gmmu85)
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92.3 %
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Uncorrected relative density (Gmmu130)
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93.4 %
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Relative density (Gmm8)
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87.4 %
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Relative density (Gmm85)
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95.6 %
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Relative density (Gmm130)
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96.8 %
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Air Voids (AV8)
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12.6 %
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Air Voids (AV85)
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4.4 %
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Air Voids (AV130)
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3.2 %
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DIME Test ID: 2021-03-04-28-4
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: 04/26/2021
Date Tested: 03/08/2021
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:
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Bulk Specific Gravity
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2.448
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Bulk Specific Gravity 2
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2.447
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Bulk Specific Gravity 3
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2.450
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Average Bulk Specific Gravity
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2.448
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DIME Test ID: 2021-03-04-28-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/26/2021
Date Tested: 03/09/2021
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 = 14.4%, DP = 0.8
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.2 %
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Percent Air Voids 2
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4.2
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Percent Air Voids 3
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4.1
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Percent Air Voids Average
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4.2
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DIME Test ID: 2021-03-04-28-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/26/2021
Date Tested: 03/12/2021
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:
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Average Dry Tensile Strength
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148 psi
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Average Wet Tensile Strength
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145 psi
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Tensile Strength Ratio
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0.98
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DIME Test ID: 2021-03-04-28-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/26/2021
Date Tested: 03/10/2021
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:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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25000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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25000
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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2 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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1.6 mm
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Stripping Inflection Point (Wheel A)
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>25000
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Stripping Inflection Point (Wheel B)
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>25000
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