Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215157 DEA: 021H5704 EFIS: 0216000036
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-67.8/77.8
Work Description: BURNEY CAPM - PAVEMENT REHABILITATION
Location Description: BUNCH GRASS LOOKOUT RD TO NAPA LN
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2023-08-07-92
TL Number from the TL Form: 857938
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: 08/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79308
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
DIME Test ID: 2023-08-07-92-1
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: 12/28/2023
Date Tested: 08/11/2023
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=4.73%
Test Result Compliance: complies
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
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3108.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5107.5 g
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Mass of HMA Sample prior to ignition
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1998.7 g
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Corrected Asphalt Binder Content
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4.72 %
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Mass Loss
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104.4 g
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Mass of aggregate remaining after ignition
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1894.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.35 %
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Moisture Content
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0.00 %
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|
Temperature Compensation Factor
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0.15 %
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Test Temperature
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538 C
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DIME Test ID: 2023-08-07-92-2
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: 12/28/2023
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: Gmm=2.585
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
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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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7335.1 grams
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Mass of oven-dry sample in air for Sample 1
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2505.3 grams
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Mass of container filled with the sample and water for Sample 1
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8871.3 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.585
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Theoretical maximum density at 25°C (77°F)
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2577.5 kg/m^3
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DIME Test ID: 2023-08-07-92-3
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: 12/28/2023
Date Tested: 08/09/2023
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=84.0,
%Gmm85=92.6,
%Gmm130=93.8;
CT 366: S=44
Test Result Compliance: not applicable
Additional Comments When Verified:
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Volume of the specimen (Vm8)
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2343.814 cm^3
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Volume of the specimen (Vm85)
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2126.565 cm^3
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Volume of the specimen (Vm130)
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2100.071 cm^3
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Uncorrected relative density (Gmmu8)
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81.5 %
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Uncorrected relative density (Gmmu85)
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89.8 %
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Uncorrected relative density (Gmmu130)
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91.0 %
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Relative density (Gmm8)
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84.0 %
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Relative density (Gmm85)
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92.6 %
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Relative density (Gmm130)
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93.8 %
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Air Voids (AV8)
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16.0 %
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Air Voids (AV85)
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7.4 %
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Air Voids (AV130)
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6.2 %
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DIME Test ID: 2023-08-07-92-4
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: 12/28/2023
Date Tested: 08/10/2023
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=2.406
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.395
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Bulk Specific Gravity 2
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2.402
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Bulk Specific Gravity 3
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2.421
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Average Bulk Specific Gravity
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2.406
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DIME Test ID: 2023-08-07-92-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/28/2023
Date Tested: 08/10/2023
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=6.9%;
MS-2:
VMA=16.7%,
VFA=58.4%,
DP=1.1
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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7.4 %
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Percent Air Voids 2
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7.1 %
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Percent Air Voids 3
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6.3 %
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Percent Air Voids Average
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6.9 %
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DIME Test ID: 2023-08-07-92-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/28/2023
Date Tested: 08/17/2023
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=115, S2=95, TSR=83%
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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115 psi
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Average Wet Tensile Strength
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95 psi
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Tensile Strength Ratio
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0.83
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DIME Test ID: 2023-08-07-92-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/28/2023
Date Tested: 08/22/2023
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
|
|
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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1.21 mm
|
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Maximum impression at 5000 passes (right wheel)
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1.15 mm
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Average impression at 5000 passes (left/right avg)
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1.18 mm
|
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Maximum impression at 10000 passes (left wheel)
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1.41 mm
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Maximum impression at 10000 passes (right wheel)
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1.3 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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1.57 mm
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Maximum impression at 15000 passes (right wheel)
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1.42 mm
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Average impression at 15000 passes (left/right avg)
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1.5 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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