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Sample Record for 2023-07-24-113

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Project Information

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

Sample Information

DIME Sample ID: 2023-07-24-113
TL Number from the TL Form: 858037
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: 07/24/2023
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 1/2-inch Type A HMA (eq. PG 64-28 M) with 25.0% RAP Aggregate and virgin PG 58-34 M from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79303
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: JMF3513 2023 14
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-07-24-113-1
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: 12/18/2023
Date Tested: 08/14/2023
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=6.09%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3109.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4612.5 g
Mass of HMA Sample prior to ignition 1502.9 g
Corrected Asphalt Binder Content 6.09 %
Mass Loss 103.0 g
Mass of aggregate remaining after ignition 1399.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.20 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2023-07-24-113-2
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: 12/18/2023
Date Tested: 07/25/2023
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=2.457
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 7335.1 grams
Mass of oven-dry sample in air for Sample 1 1500.5 grams
Mass of container filled with the sample and water for Sample 1 8224.8 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.457
Theoretical maximum density at 25°C (77°F) 2449.9 kg/m^3

Test 3 of 7

DIME Test ID: 2023-07-24-113-3
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: 12/18/2023
Date Tested: 08/01/2023
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=85.3, %Gmm85=94.1, %Gmm130=95.4; CT 366: S=42
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2306.723 cm^3
Volume of the specimen (Vm85) 2089.474 cm^3
Volume of the specimen (Vm130) 2062.980 cm^3
Uncorrected relative density (Gmmu8) 82.7 %
Uncorrected relative density (Gmmu85) 91.3 %
Uncorrected relative density (Gmmu130) 92.5 %
Relative density (Gmm8) 85.2 %
Relative density (Gmm85) 94.1 %
Relative density (Gmm130) 95.3 %
Air Voids (AV8) 14.8 %
Air Voids (AV85) 5.9 %
Air Voids (AV130) 4.7 %

Test 4 of 7

DIME Test ID: 2023-07-24-113-4
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: 12/18/2023
Date Tested: 08/02/2023
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=2.310
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.310
Bulk Specific Gravity 2 2.311
Bulk Specific Gravity 3 2.310
Average Bulk Specific Gravity 2.31

Test 5 of 7

DIME Test ID: 2023-07-24-113-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/18/2023
Date Tested: 08/02/2023
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=6.0%; MS-2: VMA=17.8%, VFA=66.5%, DP=1.1
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 6.0 %
Percent Air Voids 2 5.9 %
Percent Air Voids 3 6.0 %
Percent Air Voids Average 6.0 %

Test 6 of 7

DIME Test ID: 2023-07-24-113-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/18/2023
Date Tested: 08/16/2023
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=109, S2=95, TSR=87%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 109 psi
Average Wet Tensile Strength 95 psi
Tensile Strength Ratio 0.87

Test 7 of 7

DIME Test ID: 2023-07-24-113-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/18/2023
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: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) 11706
Maximum impression at 5000 passes (left wheel) 1.53 mm
Maximum impression at 5000 passes (right wheel) 1.4 mm
Average impression at 5000 passes (left/right avg) 1.46 mm
Maximum impression at 10000 passes (left wheel) 1.78 mm
Maximum impression at 10000 passes (right wheel) 1.58 mm
Average impression at 10000 passes (left/right avg) 1.68 mm
Maximum impression at 15000 passes (left wheel) 1.86 mm
Maximum impression at 15000 passes (right wheel) 1.75 mm
Average impression at 15000 passes (left/right avg) 1.81 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data