Print Report | Back to Sample Detail

Sample Record for 2018-02-27-19

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

Project Information

Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-42.1/46.0
Work Description: COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK.
Location Description: TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD
Contractor Name: TULLIS, INC.
Contractor Address: 16951 Clear Creek Rd., Redding, CA 96049
Resident Engineer: Anthony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-02-27-19
TL Number from the TL Form: 852087
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/27/2018
The quantity of what the sample constitutes: JMF
A brief description of the sample: 1/2-inch Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D77290
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis, Inc - Northstate Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 6

DIME Test ID: 2018-02-27-19-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 03/27/2018
Date Tested: 03/08/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Asphalt Binder Content 4.76 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 6

DIME Test ID: 2018-02-27-19-2
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: 03/27/2018
Date Tested: 03/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7374.0 grams
Mass of oven-dry sample in air for Sample 1 1592.0 grams
Mass of container filled with the sample and water for Sample 1 8331.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.508

Test 3 of 6

DIME Test ID: 2018-02-27-19-3
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: 03/27/2018
Date Tested: 03/01/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Bulk Specific Gravity 2.360
Bulk Specific Gravity 2 2.362
Bulk Specific Gravity 3 2.367
Average Bulk Specific Gravity 2.363

Test 4 of 6

DIME Test ID: 2018-02-27-19-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/27/2018
Date Tested: 03/19/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Percent Air Voids 5.9 %
Percent Air Voids 2 5.8 %
Percent Air Voids 3 5.6 %
Percent Air Voids Average 5.8 %

Test 5 of 6

DIME Test ID: 2018-02-27-19-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/27/2018
Date Tested: 03/12/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Average Dry Tensile Strength 219 psi
Average Wet Tensile Strength 221 psi
Tensile Strength Ratio 1.01

Test 6 of 6

DIME Test ID: 2018-02-27-19-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/27/2018
Date Tested: 03/07/2018
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
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) no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) no data
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.