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Sample Record for 2018-04-13-5

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

Project Information

Project ID: 212948 DEA: 010F8604 EFIS: 0116000075 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM,DN-101-R131.7/R137.2,M0.0/M0.1
Work Description: RHMA, COLD PLANE AND HMA AT RAMPS, REPLACE GUARDRAIL WITH MGS
Location Description: HUMBOLDT AND DEL NORTE COUNTIES NEAR ORICK FROM 2.5 MILES NORTH OF BOYES CREEK VIADUCT TO NORTH PRAIRIE CREEK UNDERCROSSING
Contractor Name: TIDEWATER CONTRACTORS, INC
Contractor Address: P O BOX 1956, BROOKINGS, OR 97415
Resident Engineer: Clayton Malmberg Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-04-13-5
TL Number from the TL Form: 972601
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: 04/13/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2 HMA A W/15 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Smith River

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2018-04-13-5-1
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: 04/26/2018
Date Tested: 04/26/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
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
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 7.9 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2018-04-13-5-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 04/26/2018
Date Tested: 04/26/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Moisture Content no data0 %
Percent Change no data0 %

Test

DIME Test ID: 2018-04-13-5-3
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: 04/26/2018
Date Tested: 04/26/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
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 2.458
Bulk Specific Gravity 2 2.453
Bulk Specific Gravity 3 2.456
Average Bulk Specific Gravity 2.456

Test

DIME Test ID: 2018-04-13-5-4
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: 04/26/2018
Date Tested: 04/26/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
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 2.486
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2018-04-13-5-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/26/2018
Date Tested: 04/26/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 1.1 %
Percent Air Voids 2 1.3
Percent Air Voids 3 1.2
Average Percent Air Voids 1.2