Menu

CC9 Photographs

Airport Pavement  /  Pavement Test Facilities  /  NAPTF Construction Cycles  /  Construction Cycle 9  /  CC9 Photographs

Construction Cycle 9 (CC9) Photographs

Construction
Use of a Loader to Move Subgrade DuPont Clay in Conditioning Area
Use of a Loader to Move Subgrade (DuPont Clay) in Conditioning Area
Tilling Subgrade in Conditioning Area With a Soil Stabilizer
Tilling Subgrade in Conditioning Area With a Soil Stabilizer
Conditioned Subgrade After Tilling
Conditioned Subgrade After Tilling
Removal of Previous Subgrade and Subbase With an Excavator
Removal of Previous Subgrade and Subbase With an Excavator
Trimming Subgrade From South Side to Place on North Side
Trimming Subgrade From South Side to Place on North Side
Adding Subgrade to Test Area From Conditioning Area
Adding Subgrade to Test Area From Conditioning Area
Tilling of Subgrade in Test Area With a Soil Stabilizer
Tilling of Subgrade in Test Area With a Soil Stabilizer
Watering Subgrade With the Bridge Deck Finisher BDF
Watering Subgrade With the Bridge Deck Finisher (BDF)
Compaction of Subgrade With Steel Drum and Rubber Tire Rollers
Compaction of Subgrade With Steel Drum and Rubber Tire Rollers
Fine Grading Subgrade With an Excavator
Fine Grading Subgrade With an Excavator
CBR Testing on Subgrade
CBR Testing on Subgrade
Checking Grade of the Subgrade Using a Laser Level
Checking Grade of the Subgrade Using a Laser Level
Verifying Smoothness of the Subgrade Using a Straightedge
Verifying Smoothness of the Subgrade Using a Straightedge
Verifying Grade of the Subgrade Using a Laser Scanner
Verifying Grade of the Subgrade Using a Laser Scanner
Pressure Sensor Installed in Trench Below Subgrade Surface
Pressure Sensor Installed in Trench Below Subgrade Surface
Digging Trenches for Cabling in Subgrade
Digging Trenches for Cabling in Subgrade
Pulling Cable Bundles From Pull Box to DAQ Data Acquisition Enclosure
Pulling Cable Bundles From Pull Box to DAQ (Data Acquisition) Enclosure
P-154MR Class 2 Separation Fabric Placement With Overlap on Subgrade
P-154MR Class 2 Separation Fabric Placement With Overlap on Subgrade
Clinching Edges of Separation Fabric With Subbase Material
Clinching Edges of Separation Fabric With Subbase Material
Dumping Subbase Course into Test Area
Dumping Subbase Course into Test Area
Spreading Subbase With a Bulldozer
Spreading Subbase With a Bulldozer
Compacting Subbase With a Steel Drum Roller
Compacting Subbase With a Steel Drum Roller
Trimming Subbase Surface With a Grader
Trimming Subbase Surface With a Grader
Verifying Grade of the Subbase Using String Line and a Surveyor’s Ruler
Verifying Grade of the Subbase Using String Line and a Surveyor’s Ruler
Installing Geogrid in a Shingle Pattern on Top of Subbase
Installing Geogrid in a Shingle Pattern on Top of Subbase
Spreading Crushed Aggregate Base Course Material on Top of Geogrid
Spreading Crushed Aggregate Base Course Material on Top of Geogrid
Static Rolling Base Material on Top of Geogrid
Static Rolling Base Material on Top of Geogrid
Rubber Tire Rolling Base Material on Top of Geogrid
Rubber Tire Rolling Base Material on Top of Geogrid
Dumping Base Course on East End of Test Area
Dumping Base Course on East End of Test Area
Spreading Base Course With a Bulldozer
Spreading Base Course With a Bulldozer
Placing Base Course With a Paver for the Final Lift
Placing Base Course With a Paver for the Final Lift
Compacting Base Course With a Steel Drum Roller
Compacting Base Course With a Steel Drum Roller
Scarifying a Low Area in Base Course With Tilling Attachment on a Utility Vehicle
Scarifying a Low Area in Base Course With Tilling Attachment on a Utility Vehicle
Adding Base Material to Scarified Low Area
Adding Base Material to Scarified Low Area
Verifying Base Course Grade Using a Total Station
Verifying Base Course Grade Using a Total Station
Pouring Cement Treated Permeable Base CTPB for Test Strip Pre-Construction
Pouring Cement Treated Permeable Base (CTPB) for Test Strip Pre-Construction
CTPB Formwork Assembled in NAPTF Prior to Material Placement
CTPB Formwork Assembled in NAPTF Prior to Material Placement
Leveling of CTPB Using a Form Riding Paver
Leveling of CTPB Using a Form Riding Paver
Completed Pouring of a CTPB Slab
Completed Pouring of a CTPB Slab
Compacting CTPB With Form Riding Paver After Removal of Top Board Form
Compacting CTPB With Form Riding Paver After Removal of Top Board Form
Asphalt Strain Gauges and Wiring Installed on Top of CTPB
Asphalt Strain Gauges and Wiring Installed on Top of CTPB
Asphalt Train Covering Strain Gauges With Hot Mix Asphalt HMA Material
Asphalt Train Covering Strain Gauges With Hot Mix Asphalt (HMA) Material
Typical HMA Paving Train During Construction
Typical HMA Paving Train During Construction
HMA Material Placement With a Paver
HMA Material Placement With a Paver
HMA Placement With a Paver and Depth Verification Using a Surveying Ruler
HMA Placement With a Paver and Depth Verification Using a Surveying Ruler
Nuclear Gauge Testing on HMA
Nuclear Gauge Testing on HMA
HMA Compaction With Rollers
HMA Compaction With Rollers
Asphalt Tack Coat P-603 Coverage on HMA
Asphalt Tack Coat (P-603) Coverage on HMA
String Line Setup Used for Surface Lift of HMA
String Line Setup Used for Surface Lift of HMA
HMA Grade Control With String Line on Overload Test Area
HMA Grade Control With String Line on Overload Test Area
HMA Paver With Notched Wedge Attachment and Towed Compactor
HMA Paver With Notched Wedge Attachment and Towed Compactor
Verifying HMA Elevation Using a Laser Level
Verifying HMA Elevation Using a Laser Level
Finished HMA Surface of All Test Areas
Finished HMA Surface of All Test Areas
Coring of HMA for Use in Lab Testing
Coring of HMA for Use in Lab Testing
Solid Line Marking Application
Solid Line Marking Application
Label Marking Application
Label Marking Application
SPU2 Signal Processing Unit DAQ Data Acquisition Enclosure
SPU2 (Signal Processing Unit) DAQ (Data Acquisition) Enclosure
prev next