08/06/05 Construction Progress and Inspection Report6/LU-UUo_)
U.S. Department CONSTRUCTION PROGRESS AND INSPECTION REPORT
of Transportation
Federal Aviation AIRPORT GRANT PROGRAM
Administration
Period Ending (Saturday[
August 6.2005
Project Number
I Airport Name: Kalispell Citv Airport: Kalispell, Montana I
Project Description: Construction of New Contractor's Name: Schellinger Construction Co., Inc.
Taxiways, Aircraft Parking Apron, New Taxiway P.O. Box 39
Marking and Markers, New Access Road Columbia Falls. MT 59912
1. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.)
Item
No.
Planned
Quantity
Final/
Completed
Quantity
Unit
Unit
Description
Percent
Completed
101
1
0.5
LS
Mobilization (Special Provisions)
(Shall not exceed 5%
50.0%
102*
14,010
12,132
CY
Unclassified Excavation (P-152)
86.6%
103
1,251
625
SY
Remove Existing Asphalt pavement (P-101)
50.0%
104
1,772
1,772
LF
18" RCP Class III D-701
100.0%
106
7
7
EA
48" Storm Drain Inlets D-751)
100.0%
109
33,418
10,483
SY
Subsurface Se eration Fabric P-670)
31.4%
110
11,139
3,690
CY
Subgrade Material (P-154)
26.9%
115
2
2
EA
Catch Basin Removal
100.0%
116
36
27
EA
Tiedown Removals
75.0%
125*
23,610
22,464
CY
Topsoiling, Stripping, Stockpiling and Placing (T-
905
42.4%
CHANGE ORDERS:
1-1
3,273
4092
CY
Muck Excavation & Haul
1 125.0%
1-2
3,273
4092
CY
Fill Replacement in Sub -excavated Areas
I125.0%
*Estimates based on field observations. Actual measurements for these quantities will be surveyed in the cut by Kootenai Si
2. Work Completed or In Progress This Period
About 50% of the Droiect has been comDeted. This is a cost based estimate from Dlanned vs. final
3. Brief Weather Summary This Period Including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs include soil
conditions)
Weather has been mostly sunny with highs in the mid 80's and lows in the 50's. Winds have out of the southeast at 10-25 mph.
4. Contract Time
45 Day Contract
No. Days
Charged
To Date
24 Days Charged
0 Days Shutdown
DAYS CHARGED
24 Calendar DaS
Last Working
Day Charged
(Date)
Saturday
ueust 6. 2003
5. Summary of Laboratory and Field Testing This Period (Note failing tests and any
retests. Summarize out -of -tolerance material. Identify material subject to pay reduction.)
Soil density testing has been performed on P-154 and P-152.
6. Describe Anticipated Work by Contractor for Next Period
The contractor plans to continue hauling in and placing P-154 and P-208 for the Apron and Taxiways on the southern portion of the
project. The contractor plans to finish installing the 12" diameter Storm Drain lateral connectors. Subgrade "Dig -outs" are
scheduled to continue to take place to remove pumping subgrade material along Taxiway A. B, C, D & E.
7. Problem Areas/Other Comments (Revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken)
We are currently performing "Dig -outs' in the areas where subgrade pumping has occurred. These areas are very sensitive and are
being monitored closely. Current work is being performed under Change Order No. 1. At this time, there is concern that the
current method may not stabilize the subgrade in some areas showing extreme disturbance. Utilities that were just recently installed
have shown to be crossing too shallow along Taxiway E. Current measures are being taken to deepen the utilities as needed.
SPONSOR'S INSPECTOR OR REPRESENTATIVE
Date Typed or Printed Name and Title Signature
August 6, 2005 Brandon M. Theis, E.I. — On -Site Representative
FAA FORM 5370-1(8-89) Supersedes Previous Edition
OMB Approved 2120-06
U.S. Department CONSTRUCTION PROGRESS AND INSPECTION REPOT Period Ending (Saturday)
of Transportation
Federal Aviation AIRPORT GRANT PROGRAM August 6, 2005
Administration
Project Number
Airport Name: Kalispell City Airport: Kalispell, Montana
Project Description: Construction of New Contractor's Name: Schellinger Construction Co., Inc.
Taxiways, Aircraft Parking Apron, New Taxiway P.O. Box 39
Marking and Markers, New Access Road Columbia Falls, MT 59912
1. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting, etc.)
Item
No.
Planned
Quantity
Final/
Completed
Quantity
Unit
Unit
Description
Percent
Completed
101
1
0.5
LS
Mobilization (Special Provisions)
Shall not exceed 5%
50.0%
102*
14,010
12,132
CY
Unclassified Excavation P-152
86.6%
103
1,251
625
SY
Remove Existing Asphalt pavement P-101
50.0%
104
1,772
1,772
LF
18" RCP Class III D-701
100.0%
106
7
7
EA
48" Storm Drain Inlets D-751
100.0%
109
33,418
10,483
SY
Subsurface Se eration Fabric P-670
31.4%
110
11,139
3,690
CY
Subgrade Material P-154 \1
26.9%
115
2
2
EA
Catch Basin Removal
100.0%
116
36
27
EA
Tiedown Removals
75.0%
125*
23,610
22,464
CY
Topsoiling, Stripping, Stockpiling and Placing (T-
905
42.4%
CHANGE ORDERS:
1-1 3,273 4092 CY Muck Excavation & Haul 125.0%
1-2 3,273 4092 CY Fill Replacement in Sub -excavated Areas 125.0%
*Estimates based on field observations. Actual measurements for these quantities will be surveyed in the cut by Kootenai Surveying.
2. Work Completed or In Progress This Period
About 50% of the project has been c(
This is a cost based estimate from planned vs. final quantities.
3. Brief Weather Summary This Period Including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs include soil
conditions)
Weather has been mostly s nny with highs in the mid 80's and lows in the 50's. Winds have out of the southeast at 10-25 mph.
4. Contract Time DAYS CHARGED
5. Summary of Laboratory and Field Testing This Period (Noce failing tests and any
45 Day Contract 24 Calendar Days
retests. Summarize out -of -tolerance material. Identify material subject to pay reduction.)
Soil density testing has been performed on P-154 and P-152.
No. Days
Last working
Charged
Day Charged
To Date
(Date)
24 Days Charged
Saturday
0 Days Shutdown
August 6, 2003
6. Describe Anticipated Work by Contractor for Next Period
The contractor plans to continue hauling in and placing P-154 and P-208 for the Apron and Taxiways on the southern portion of the
project. The contractor plans to finish installing the 12" diameter Storm Drain lateral connectors. Subgrade "Dig -outs" are
scheduled to continue to take place to remove pumping subgrade material along Taxiway A, B, C, D & E.
7. Problem Areas/Other Comments (Revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken)
We are currently performing "Dig -outs' in the areas where subgrade pumping has occurred. These areas are very sensitive and are
being monitored closely. Current work is being performed under Change Order No. 1. At this time, there is concern that the
current method may not stabilize the subgrade in some areas showing extreme disturbance. Utilities that were just recently installed
have shown to be crossing too shallow along Taxiway E. Current measures are being taken to deepen the utilities as needed.
SPONSOR'S INSPECTOR OR REPRESENTATIVE
Date Typed or Printed Name and Title
August 6, 2005 Brandon M. Theis, E.I. - On -Site Representative
Signature
FAA FORM 5370-1(8.89) supersedes Previous Edition