Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993339 DEA: 024H9304 EFIS: 0219000027
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-44.3/44.9
Work Description: INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT
Location Description: IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD.
Contractor Name: Stimpel Wiebellhaus Inc.
Contractor Address: 1168 Industrial St., REDDING, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown
DIME Sample ID: 2023-07-11-98
TL Number from the TL Form: 853401
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: 07/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2023
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 64-28) with 24.0% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79297
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-07-11-98-1
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: 11/21/2023
Date Tested: 09/06/2023
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=5.00%
Test Result Compliance: complies
Additional Comments When Verified:
|
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
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3034.7 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5036.6 g
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Mass of HMA Sample prior to ignition
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2001.9 g
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Corrected Asphalt Binder Content
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4.99 %
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Mass Loss
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112.2 g
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Mass of aggregate remaining after ignition
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1889.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
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Moisture Content
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0.00 %
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|
Temperature Compensation Factor
|
0.15 %
|
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Test Temperature
|
538 C
|
DIME Test ID: 2023-07-11-98-2
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: 11/21/2023
Date Tested: 07/13/2023
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=2.517
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
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SI 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 1
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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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8843.2 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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2.517
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Theoretical maximum density at 25°C (77°F)
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2510 kg/m^3
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DIME Test ID: 2023-07-11-98-3
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: 11/21/2023
Date Tested: 07/19/2023
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: %Gmm8=86.0,
%Gmm85=95.6,
%Gmm130=97.0
Test Result Compliance: not applicable
Additional Comments When Verified:
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Volume of the specimen (Vm8)
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2329.684 cm^3
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Volume of the specimen (Vm85)
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2096.539 cm^3
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Volume of the specimen (Vm130)
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2066.512 cm^3
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Uncorrected relative density (Gmmu8)
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82.0 %
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Uncorrected relative density (Gmmu85)
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91.1 %
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Uncorrected relative density (Gmmu130)
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92.4 %
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Relative density (Gmm8)
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86.0 %
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Relative density (Gmm85)
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95.6 %
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Relative density (Gmm130)
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97.0 %
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Air Voids (AV8)
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14.0 %
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Air Voids (AV85)
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4.4 %
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Air Voids (AV130)
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3.0 %
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DIME Test ID: 2023-07-11-98-4
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: 11/21/2023
Date Tested: 07/19/2023
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=2.409
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.408
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Bulk Specific Gravity 2
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2.413
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Bulk Specific Gravity 3
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2.405
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Average Bulk Specific Gravity
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2.409
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DIME Test ID: 2023-07-11-98-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/21/2023
Date Tested: 07/19/2023
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=4.3%;
MS-2:
VMA=13.5%,
VFA=68.2%,
DP=1.4
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.3 %
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|
Percent Air Voids 2
|
4.1 %
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Percent Air Voids 3
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4.4 %
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Percent Air Voids Average
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4.3 %
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DIME Test ID: 2023-07-11-98-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/21/2023
Date Tested: 08/07/2023
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=122,
S2=114,
TSR=93%
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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122 psi
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Average Wet Tensile Strength
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114 psi
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Tensile Strength Ratio
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0.93
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DIME Test ID: 2023-07-11-98-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/21/2023
Date Tested: 08/06/2023
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
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122 F
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|
Type and Amount of Anti-Stripping Additive
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1.0% Lime
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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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1.32 mm
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Maximum impression at 5000 passes (right wheel)
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1.02 mm
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Average impression at 5000 passes (left/right avg)
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1.17 mm
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Maximum impression at 10000 passes (left wheel)
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1.52 mm
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Maximum impression at 10000 passes (right wheel)
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1.2 mm
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Average impression at 10000 passes (left/right avg)
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1.36 mm
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Maximum impression at 15000 passes (left wheel)
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1.62 mm
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Maximum impression at 15000 passes (right wheel)
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1.18 mm
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Average impression at 15000 passes (left/right avg)
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1.4 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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