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Sample Record for 2017-04-03-20

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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 - 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

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 (Asphalt Binder Content)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Asphalt Binder Content 5.30 %
Correction Factor (Percent by mass of HMA Specimen) 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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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
Mass Determination Air
Specific Gravity for Sample 1 2.427

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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
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)
Verified Date: 05/01/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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) 0.3 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 0.2 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0

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 - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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

Tests Assigned to this Sample

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