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Sample Record for 2021-06-23-54

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

Project Information

Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-32-14.0/20.0
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154
Contractor Name: DIG IT CONSTRUCTION INC
Contractor Address: Unknown
Resident Engineer: John Yolton Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-23-54
TL Number from the TL Form: 896904
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 15.0 RAP and virgin PG 64-28 M from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D78854
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sierra Cascade Aggregate and Asphalt Products

Material Information

HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2021-06-23-54-1
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: 02/15/2022
Date Tested: 07/24/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1683.6 g
Corrected Asphalt Binder Content 5.74 %
Mass Loss no data
Mass of aggregate remaining after ignition 1577.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.55 %
Moisture Content no data0 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 7

DIME Test ID: 2021-06-23-54-2
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: 02/15/2022
Date Tested: 06/26/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1664.7 grams
Mass of container filled with the sample and water for Sample 1 8314.9 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.425
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 7

DIME Test ID: 2021-06-23-54-3
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: 02/15/2022
Date Tested: 06/29/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Volume of the specimen (Vm8) 2260.8 cm^3
Volume of the specimen (Vm85) 2038.253 cm^3
Volume of the specimen (Vm130) 2011.759 cm^3
Uncorrected relative density (Gmmu8) 84.5 %
Uncorrected relative density (Gmmu85) 93.7 %
Uncorrected relative density (Gmmu130) 94.9 %
Relative density (Gmm8) 86.8 %
Relative density (Gmm85) 96.3 %
Relative density (Gmm130) 97.6 %
Air Voids (AV8) 13.2 %
Air Voids (AV85) 3.7 %
Air Voids (AV130) 2.4 %

Test 4 of 7

DIME Test ID: 2021-06-23-54-4
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: 02/15/2022
Date Tested: 06/29/2021
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.329
Bulk Specific Gravity 2 2.344
Bulk Specific Gravity 3 2.323
Average Bulk Specific Gravity 2.332

Test 5 of 7

DIME Test ID: 2021-06-23-54-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/15/2022
Date Tested: 06/30/2021
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: VMA = 13.0%, VFA = 70.4%, DP = 1.6
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 3.8 %

Test 6 of 7

DIME Test ID: 2021-06-23-54-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/15/2022
Date Tested: 07/08/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 139 psi
Average Wet Tensile Strength 120 psi
Tensile Strength Ratio 0.86

Test 7 of 7

DIME Test ID: 2021-06-23-54-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/15/2022
Date Tested: 07/01/2021
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, Surface Abrasion Loss = 0.2 g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Binder High PG Grade no data
Binder Content TWM no data
Air Void Content no data
Aggregate Gradation no data
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.18 mm
Maximum impression at 5000 passes (right wheel) 1.44 mm
Average impression at 5000 passes (left/right avg) 1.31 mm
Maximum impression at 10000 passes (left wheel) 1.35 mm
Maximum impression at 10000 passes (right wheel) 1.72 mm
Average impression at 10000 passes (left/right avg) 1.54 mm
Maximum impression at 15000 passes (left wheel) 1.41 mm
Maximum impression at 15000 passes (right wheel) 1.82 mm
Average impression at 15000 passes (left/right avg) 1.62 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data