Sample Record for 2022-03-09-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
Sample Information
DIME Sample ID: 2022-03-09-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/15/2022
The quantity of what the sample constitutes: 24 Boxes HMA, 4 Qts Binder, 4 bags Combined Agg, 2 Bags Rap, 3 Bags Virgin Sand, 7 Bags untreated
A brief description of the sample: 1" HMA-A-SP R25 1% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0165A-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Victorville
Material Information
HMA Type: Type A HMA
HMA Grading: 1 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2022-03-09-21-1
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: 04/06/2022
Date Tested: 03/18/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.421
|
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Bulk Specific Gravity 2
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2.406
|
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Bulk Specific Gravity 3
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2.408
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Average Bulk Specific Gravity
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2.412
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Test 2 of 7
DIME Test ID: 2022-03-09-21-2
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: 04/06/2022
Date Tested: 03/19/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
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?
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US Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.489
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 3 of 7
DIME Test ID: 2022-03-09-21-3
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: 04/06/2022
Date Tested: 03/17/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
|
|
Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.20 %
|
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
|
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Moisture Content
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no data
|
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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Test 4 of 7
DIME Test ID: 2022-03-09-21-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
This test has been superseded on 04/06/2022. The corrected test ID is: 2022-03-09-21-7
Reason: corrected
Test 5 of 7
DIME Test ID: 2022-03-09-21-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/06/2022
Date Tested: 03/28/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
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207.2 psi
|
|
Average Wet Tensile Strength
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163.9 psi
|
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Tensile Strength Ratio
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79.1
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Test 6 of 7
DIME Test ID: 2022-03-09-21-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/06/2022
Date Tested: 03/22/2022
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
10000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
10000
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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1.69 mm
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.34 mm
|
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Stripping Inflection Point (Wheel A)
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0
|
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Stripping Inflection Point (Wheel B)
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0
|
Test 7 of 7
DIME Test ID: 2022-03-09-21-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
Data has not been verified.
