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Sample Record for 2024-05-14-122

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Project Information

Project ID: 995285 DEA: 024H7804 EFIS: 0219000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-89-22.0/30.6
Work Description: PLACE HMA, SHOULDER BACKING AND THERMOPLASTIC TRAFFIC STRIPE.
Location Description: SHASTA COUNTY ABOUT 6 MILES EAST OF BURNEY FROM 0.2 MILE NORTH OF ROUTE 299 TO 0.6 MILE NORTH OF LAKE BRITTON ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIA02-4H7804LS, INC.
Contractor Address: Unknown
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-14-122
TL Number from the TL Form: 876853
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: 05/14/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2024
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)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79529
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Shaw Pit Facility (Lookout, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-05-14-122-1
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: 11/26/2024
Date Tested: 05/15/2024
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=5.33%
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 3017.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5081.3 g
Mass of HMA Sample prior to ignition 2064.1 g
Corrected Asphalt Binder Content 5.33 %
Mass Loss 124.6 g
Mass of aggregate remaining after ignition 1939.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.56 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-05-14-122-2
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: 11/26/2024
Date Tested: 05/15/2024
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=2.460
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 7334.2 grams
Mass of oven-dry sample in air for Sample 1 2525.3 grams
Mass of container filled with the sample and water for Sample 1 8832.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.46
Theoretical maximum density at 25°C (77°F) 2452.9 kg/m^3

Test 3 of 7

DIME Test ID: 2024-05-14-122-3
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: 11/26/2024
Date Tested: 05/16/2024
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=85.5, %Gmm85=94.7%, %Gmm130=96.0
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2313.788 cm^3
Volume of the specimen (Vm85) 2089.474 cm^3
Volume of the specimen (Vm130) 2061.214 cm^3
Uncorrected relative density (Gmmu8) 82.4 %
Uncorrected relative density (Gmmu85) 91.3 %
Uncorrected relative density (Gmmu130) 92.5 %
Relative density (Gmm8) 85.5 %
Relative density (Gmm85) 94.6 %
Relative density (Gmm130) 95.9 %
Air Voids (AV8) 14.5 %
Air Voids (AV85) 5.4 %
Air Voids (AV130) 4.1 %

Test 4 of 7

DIME Test ID: 2024-05-14-122-4
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: 11/26/2024
Date Tested: 05/16/2024
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=2.336
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.336
Bulk Specific Gravity 2 2.338
Bulk Specific Gravity 3 2.333
Average Bulk Specific Gravity 2.336

Test 5 of 7

DIME Test ID: 2024-05-14-122-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/26/2024
Date Tested: 05/16/2024
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=5.0%; MS-2: VMA=15.5%, VFA=67.4%, DP=1.0
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5 %
Percent Air Voids 2 5 %
Percent Air Voids 3 5.2 %
Average Percent Air Voids 5.1 %

Test 6 of 7

DIME Test ID: 2024-05-14-122-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/26/2024
Date Tested: 05/22/2024
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 360: SA=0.3g/cm²; CT 389: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.38 mm
Maximum impression at 5000 passes (right wheel) 2.05 mm
Average impression at 5000 passes (left/right avg) 2.21 mm
Maximum impression at 10000 passes (left wheel) 2.82 mm
Maximum impression at 10000 passes (right wheel) 2.53 mm
Average impression at 10000 passes (left/right avg) 2.68 mm
Maximum impression at 15000 passes (left wheel) 3.37 mm
Maximum impression at 15000 passes (right wheel) 3.07 mm
Average impression at 15000 passes (left/right avg) 3.22 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2024-05-14-122-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/26/2024
Date Tested: 11/19/2024
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=90psi, S2=72psi, TSR=80.%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 90 psi
Average Wet Tensile Strength 72 psi
Tensile Strength Ratio 0.8