Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994310 DEA: 034F6504 EFIS: 0314000233
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Mirak Mehari Structure Rep.: Brent Bullard
DIME Sample ID: 2024-12-02-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2024
The quantity of what the sample constitutes: 3/4" WMA w/ 25% RAP
A brief description of the sample: 10 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-287
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
DIME Test ID: 2024-12-02-21-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/16/2024
Date Tested: 12/11/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
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2.549
|
|
Theoretical maximum density at 25°C (77°F)
|
3 kg/m^3
|
DIME Test ID: 2024-12-02-21-2
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: 12/16/2024
Date Tested: 12/11/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1
OBC 4.8
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
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2174.9 g
|
|
Corrected Asphalt Binder Content
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5.33 %
|
|
Mass Loss
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127.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.55 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-12-02-21-3
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 12/16/2024
Date Tested: 12/13/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
4
|
|
Bulk Specific Gravity 1
|
2.382
|
|
Bulk Specific Gravity 2
|
2.38
|
|
Bulk Specific Gravity 3
|
2.374
|
|
Bulk Specific Gravity 4
|
2.37
|
|
Percent of water absorbed by volume 1
|
0.62 %
|
|
Percent of water absorbed by volume 2
|
0.45 %
|
|
Percent of water absorbed by volume 3
|
0.5 %
|
|
Percent of water absorbed by volume 4
|
0.5 %
|
|
Average Bulk Specific Gravity
|
2.376
|
DIME Test ID: 2024-12-02-21-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/16/2024
Date Tested: 12/13/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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)
|
14960
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
14940
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
2.56 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.17 mm
|
|
Stripping Inflection Point (Wheel A)
|
15000
|
|
Stripping Inflection Point (Wheel B)
|
15000
|
DIME Test ID: 2024-12-02-21-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/16/2024
Date Tested: 12/13/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
|
|
Average impression at 5000 passes (left/right avg)
|
0.905 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.355 mm
|
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Average impression at 15000 passes (left/right avg)
|
1.75 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
