Sample Record for 2017-04-03-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213793 DEA: 060W7004 EFIS: 0617000283
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-24.3/R29.0,R39.9/44.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA RESURFACING.
Location Description: FRESNO COUNTY ABOUT 7.8 MILES NORTH OF COALINGA FROM NORTH JUNCTION ROUTE 198 TO SOUTH JUNCTION ROUTE 33/5 AND FROM 0.1 MILE NORTH OF NORTH JUNCTION ROUTE 33/5 TO EL PROGRESSIO ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE CA 93420
Resident Engineer: Michael Stavropoulos Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2017-04-03-20
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/03/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2017
The quantity of what the sample constitutes: JMF HMA Design Data (Dispute Resolution)
A brief description of the sample: 1/2 inch Type A (PG 64-10) (Dispute Resolution)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Avenal
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2017-04-03-20-1
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: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
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
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no data
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Corrected Asphalt Binder Content
|
5.30 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
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Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
Test 2 of 7
DIME Test ID: 2017-04-03-20-2
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: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.330
|
Bulk Specific Gravity 2
|
2.327
|
Bulk Specific Gravity 3
|
2.328
|
Average Bulk Specific Gravity
|
2.329
|
Test 3 of 7
DIME Test ID: 2017-04-03-20-3
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: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
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
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Specific Gravity for Sample 1
|
2.427
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 4 of 7
DIME Test ID: 2017-04-03-20-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
4.0 %
|
Percent Air Voids 2
|
4.1 %
|
Percent Air Voids 3
|
4.1 %
|
Percent Air Voids Average
|
4.0 %
|
Test 5 of 7
DIME Test ID: 2017-04-03-20-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
250 psi
|
Average Wet Tensile Strength
|
210 psi
|
Tensile Strength Ratio
|
no data
|
Test 6 of 7
DIME Test ID: 2017-04-03-20-6
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 HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/01/2019.
Reason: corrected
Test 7 of 7
DIME Test ID: 2017-04-03-20-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: JMF Renewal Dispute Resolution - HQ is handling the dispute by performing a full JMF verifcation through the Aggregate and HMA Labs. JMF served Project ID: 0617000283.
Test Result Compliance:
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
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
7.62 mm
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
5.08 mm
|
Stripping Inflection Point (Wheel A)
|
0
|
Stripping Inflection Point (Wheel B)
|
0
|