Sample Record for 2019-07-19-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213962 DEA: 010J3304 EFIS: 0119000010
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-24.7
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY.
Location Description: MENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE
Contractor Name: S.T. RHOADES CONSTRUCTION INC
Contractor Address: P.O. Box 494520, Redding, CA 96049
Resident Engineer: Katharine Perrin Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-07-19-25
TL Number from the TL Form: 978570
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 19-167
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Ukiah
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 2019-07-19-25-1
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
5.38 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
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Test Temperature
|
no data
|
Test 2 of 9
DIME Test ID: 2019-07-19-25-2
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.514
|
Bulk Specific Gravity 2
|
2.524
|
Bulk Specific Gravity 3
|
2.527
|
Average Bulk Specific Gravity
|
2.522
|
Test 3 of 9
DIME Test ID: 2019-07-19-25-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.8 %
|
Percent Air Voids 2
|
3.4
|
Percent Air Voids 3
|
3.3
|
Percent Air Voids Average
|
3.5
|
Test 4 of 9
DIME Test ID: 2019-07-19-25-4
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: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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
|
Specific Gravity for Sample 1
|
2.612
|
Theoretical maximum density at 25°C (77°F)
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no data
|
Test 5 of 9
DIME Test ID: 2019-07-19-25-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
149 psi
|
Average Wet Tensile Strength
|
124 psi
|
Tensile Strength Ratio
|
0.83
|
Test 6 of 9
DIME Test ID: 2019-07-19-25-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 10/01/2019.
Reason: corrected
Test 7 of 9
DIME Test ID: 2019-07-19-25-7
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Moisture Content
|
0.00 %
|
Percent Change
|
0 %
|
Test 8 of 9
DIME Test ID: 2019-07-19-25-8
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 10/01/2019.
Reason: corrected
Test 9 of 9
DIME Test ID: 2019-07-19-25-9
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 10/01/2019
Date Tested: 10/01/2019
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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)
|
25000
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
3.71 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.68 mm
|
Stripping Inflection Point (Wheel A)
|
16552
|
Stripping Inflection Point (Wheel B)
|
16552
|