Print Report | Back to Sample Detail

Sample Record for 2024-05-13-112

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-25.2/38.6
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location Description: SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Alejandro Trochez

Sample Information

DIME Sample ID: 2024-05-13-112
TL Number from the TL Form: 899685
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: 05/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2024
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: D79527
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction - Fawndale Rock and Asphalt - Redding 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: 2024-05-13-112-1
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: 11/07/2024
Date Tested: 08/29/2024
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=4.96%
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 3027.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5119.5 g
Mass of HMA Sample prior to ignition 2091.8 g
Corrected Asphalt Binder Content 4.96 %
Mass Loss 116.5 g
Mass of aggregate remaining after ignition 1975.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.47 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-05-13-112-2
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: 11/07/2024
Date Tested: 05/13/2024
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=2.547
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 2553.3 grams
Mass of container filled with the sample and water for Sample 1 8885 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.547
Theoretical maximum density at 25°C (77°F) 2539.6 kg/m^3

Test 3 of 7

DIME Test ID: 2024-05-13-112-3
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: 11/07/2024
Date Tested: 11/05/2024
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=86.1, %Gmm85=95.3, %Gmm130=96.7
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen (Vm8) 2301.424 cm^3
Volume of the specimen (Vm85) 2078.876 cm^3
Volume of the specimen (Vm130) 2050.616 cm^3
Uncorrected relative density (Gmmu8) 83 %
Uncorrected relative density (Gmmu85) 91.9 %
Uncorrected relative density (Gmmu130) 93.1 %
Relative density (Gmm8) 86.1 %
Relative density (Gmm85) 95.3 %
Relative density (Gmm130) 96.7 %
Air Voids (AV8) 13.9 %
Air Voids (AV85) 4.7 %
Air Voids (AV130) 3.3 %

Test 4 of 7

DIME Test ID: 2024-05-13-112-4
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: 11/07/2024
Date Tested: 05/14/2024
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=2.438
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.438
Bulk Specific Gravity 2 2.438
Bulk Specific Gravity 3 2.437
Average Bulk Specific Gravity 2.438

Test 5 of 7

DIME Test ID: 2024-05-13-112-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/07/2024
Date Tested: 05/14/2024
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=4.3%, MS-2: VMA=13.8%, VFA=68.9%, DP=1.4
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 4.3 %

Test 6 of 7

DIME Test ID: 2024-05-13-112-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/07/2024
Date Tested: 05/21/2024
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=120.psi, S2=98psi, TSR=82%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 120 psi
Average Wet Tensile Strength 98 psi
Tensile Strength Ratio 0.82

Test 7 of 7

DIME Test ID: 2024-05-13-112-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/07/2024
Date Tested: 05/20/2024
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 389: Nf>15000, SIP>15000; CT 360: SA=0.2g/cm²
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) 1.51 mm
Maximum impression at 5000 passes (right wheel) 1.89 mm
Average impression at 5000 passes (left/right avg) 1.7 mm
Maximum impression at 10000 passes (left wheel) 1.96 mm
Maximum impression at 10000 passes (right wheel) 2.23 mm
Average impression at 10000 passes (left/right avg) 2.09 mm
Maximum impression at 15000 passes (left wheel) 2.17 mm
Maximum impression at 15000 passes (right wheel) 2.38 mm
Average impression at 15000 passes (left/right avg) 2.28 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data