Plans_H7147_KCTI_Cst_Schedule_Stage_IV.pdf
PDF 100 KB Posted
- Solicitation number
- 2026-RFQ-019
- Issued by
- Mohave County, Arizona
About this file
This is a construction schedule document for the H7147 I-40 Kingman Crossing Traffic Interchange project, prepared for the City of Kingman, Arizona, dated September 28, 2023. The project involves the construction of a traffic interchange on Interstate 40 at its intersection with Kingman Crossing Boulevard, including arterial roadway improvements and development of adjacent city-owned property. The schedule is divided into five phases plus miscellaneous work, with a total project duration of 514 calendar days. Phase 1 (Advanced Warning) requires 2 days; Phase 2 (Construction of WB Crossover Detour and related infrastructure) requires 135 days; Phase 3 (Construction of EB Crossover Detour) requires 28 days; Phase 4 (EB Bridge Structural work and roadway construction) requires 144 days; and Phase 5 (Detour removal and final finishes) requires 113 days. The schedule includes extensive detail on specific construction activities such as clearing and grubbing, drainage excavation, concrete lined spillways, bridge structural elements including footings, abutments, columns, and deck construction, pavement work, retaining walls, culvert installations, guardrail placement, signage installation, and traffic signal installation.
The construction schedule provides detailed quantity breakdowns and production rates for each activity. Key quantities include 45,000 cubic yards of drainage excavation, multiple concrete box culverts and cast-in-place concrete structures, over 10,000 linear feet of roadway markings and striping, thousands of tons of asphalt concrete and aggregate base materials, and numerous bridge structural components. The schedule indicates working days and calendar days for each activity, with detailed breakdowns by weeks and months. The document demonstrates a comprehensive phasing strategy designed to maintain traffic flow through alternating construction of westbound and eastbound crossover detours and the central Kingman Crossing interchange improvements, followed by final removal of detours and completion of arterial roadway improvements in the final phase.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
H7147 I-40 Kingman Crossing Traffic Interchange Construction Schedule Stage IV
9/28/2023
Calen Phase Days
AW 2
1 92 2 135 3 28 4 144 5 113
Total 514
Stage IV
9/28/2023
Activity Quantity Quantity Unit
Quantity Rate Production Units
Duration (Working
Days)
Duration (Calendar
Days)
Duration (Weeks)
Duration (Month)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
ADVANCED WARNING PHASE
Place Panels & MOT Setup 2 Days 2 Days 2 2 1 1 .
PHASE 2
Const WB Crossover Detour Clearing & Grubbing / Removals 1 Acre 1 Acre/Day 1 1 1 1 .
Mill 3" I-40 Shoulders 1840 Square Yards 16000 Square Yards/Day 1 1 1 1 .
Overlay I-40 Shoulders 304 Tons 2500 Tons/Day 1 1 1 1 .
Plug Existing Median Catch Basins 6 Each 6 Each/Day 1 1 1 1 .
Embankment 4907 Cubic Yards 1500 Cubic Yards/Day 4 4 1 1 .
Grade Roadway For Pavement 10076 Square Yards 3000 Square Yards/Day 4 4 1 1 .
Aggregate Base (Detour) 1519 Cubic Yards 2000 Cubic Yards/Day 1 1 1 1 .
AC (Detour) 3"AC-TC-3"AC-6" AB 3089 Tons 3200 Tons/Day 2 2 1 1 .
Place TCB along Detour 4316 Feet 2000 Feet/Day 3 3 1 1 .
Pavement Markings (Detour) 10725 Feet 60000 Feet/Day 1 1 1 1 .
Const Basins and Channels
EB 40
Clearing & Grubbing / Removals 7 Acre 1 Acre/Day 7 9 2 1 .
Drainage Excavation 45000 Cubic Yards 2000 Cubic Yards/Day 23 31 5 2 . .
Concrete Lined Spillways 2599 Square Yards 100 Square Yards/Day 26 36 6 2 . .
Dumped Riprap 3589 Cubic Yards 300 Cubic Yards/Day 12 16 3 1 . .
WB Bridge Structural Excavation 3 3 1 1 .
Footing form set up 7 9 2 1 .
Place footing Reinforcement 6 8 2 1 .
Concrete pour/ cure time 7 9 2 1 .
Abutment, wingwalls form set up 5 5 1 1 .
Place abutment reinforcement 4 4 1 1 .
Concrete pour/ cure time 7 9 2 1 .
Columns, pier cap 5 5 1 1 .
Place column and pier cap Reinf. 6 8 2 1 .
Concrete pour/ cure time 7 9 2 1 .
Retaining walls form set up 7 9 2 1 .
Place RW reinforcement 7 9 2 1 .
Concrete pour/ cure time 7 9 2 1 .
Footing backfill 3 3 1 1 .
Girder erection 2 2 1 1 .
Deck from set up 10 12 2 1 . .
Placing deck Reinforecement 8 10 2 1 .
Bidwell set up and dry run 5 5 1 1 .
Concrete pour/ cure time 8 10 2 1 Construct Barrier and joints 4 4 1 1 . .
Month
Stage IV
9/28/2023
Activity Quantity Quantity Unit
Quantity Rate Production Units
Duration (Working
Days)
Duration (Calendar
Days)
Duration (Weeks)
Duration (Month)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Month
Phase 2 I-40 WB Roadway and Drng Clearing & Grubbing / Removals 4 Acre 1 Acre/Day 4 4 1 1 .
Sawcut 6194 Feet 5000 Feet/Day 2 2 1 1 .
Remove AC 1377 Square Yards 1500 Square Yards/Day 1 1 1 1 .
Roadway Excavation/Embankment 8197 Cubic Yards 2500 Cubic Yards/Day 4 4 1 1 .
Retaining Walls 18005 Square Feet 250 Square Feet/Day 73 101 15 4 (BE-B) (2)(8'Wx4'H)CBC (Extend 17') 1 Each 25 Total Days 25 33 5 2 . .
(CE-C)(24" Culvert) (Extend 22') 1 Each 15 Total Days 15 19 3 1 .
(BE-D) (1)(6'Wx3'H)CBC (Extend 80') 1 Each 20 Total Days 20 26 4 1 .
(X-E)(1)(10'Wx8'H)CBC (Plug End) 1 Each 15 Total Days 15 19 3 1 .
(X-F)(1)(6'Wx5'H)CBC (Plug End) 1 Each 15 Total Days 15 19 3 1 .
(X-C)(36" CMP) (Plug End) 1 Each 15 Total Days 15 19 3 1 .
(BE-H) (2)(8'Wx4'H)CBC (Extend 109') 1 Each 25 Total Days 25 33 5 2 . .
(CF-I)(42" CMP) (Extend 75') 1 Each 15 Total Days 15 19 3 1 .
(BE-J) (1)(6'Wx5'H)CBC (Extend 39') 1 Each 20 Total Days 20 26 4 1 .
(CE-K)(54" Culvert) (Extend 18') 1 Each 15 Total Days 15 19 3 1 .
(CE-L)(24" Culvert) (Extend 24') 1 Each 15 Total Days 15 19 3 1 .
(BE-M) (1)(6'Wx3'H)CBC (Extend 9') 1 Each 25 Total Days 25 33 5 2 . .
Grade Roadway For Pavement 8270 Square Yards 3000 Square Yards/Day 3 3 1 1 .
AB (I-40 WB) 4435 Cubic Yards 1500 Cubic Yards/Day 3 3 1 1 .
AC (I-40 WB) (3 Lifts) 5431 Tons 2500 Tons/Day 3 3 1 1 .
Guardrail 1850 Feet 300 Feet/Day 7 9 2 1 .
End Treatments 6 Each 2 Each/Day 3 3 1 1 .
Pavement Markings (Ramps A & C) 8250 Feet 60000 Feet/Day 1 1 1 1 .
Chain Link Fence 3884 Feet 1200 Feet/Day 4 4 1 1 . .
Bridge to Barrier Transition 4 Each 1 Each/Day 4 4 1 1 .
Construct Ramps A & C Clearing & Grubbing / Removals 10 Acre 1 Acre/Day 10 12 2 1 . .
Roadway Excavation 99018 Cubic Yards 2500 Cubic Yards/Day 40 54 8 2 . .
Grade Roadway For Pavement 17520 Square Yards 3000 Square Yards/Day 6 8 2 1 . .
Roadway Barrier 1276 Feet 150 Feet/Day 9 11 2 1 .
AB 2787 Cubic Yards 1500 Cubic Yards/Day 2 2 1 1 .
AC 3140 Tons 2500 Tons/Day 4 4 1 1 .
Temp Pavement Markings 14342 Feet 60000 Feet/Day 1 1 1 1 .
Construct North Half of KC Clearing & Grubbing / Removals 7 Acre 1 Acre/Day 7 9 2 1 . .
Roadway Excavation 61304 Cubic Yards 2500 Cubic Yards/Day 25 33 5 2 . .
Storm Drain 1060 Feet 200 Feet/Day 6 8 2 1 .
Grade Roadway For Pavement 12585 Square Yards 3000 Square Yards/Day 5 5 1 1 .
Catch Basins 5 Each 1 Each/Day 5 5 1 1 .
Manholes 3 Each 1 Each/Day 3 3 1 1 .
C&G/Single Curb 3733 Feet 1500 Feet/Day 3 3 1 1 .
Sidewalk 13765 Square Feet 700 Square Feet/Day 20 26 4 1 . .
AB 1456 Cubic Yards 1500 Cubic Yards/Day 1 1 1 1 .
AC (2" AC-2" AC-8" AB) 1132 Tons 2500 Tons/Day 2 2 1 1 .
PCCP (9" PCCP on 4" AB) 2846 Square Yards 1000 Square Yards/Day 3 3 1 1 .
Install Signs 4 Each Each/Day
Stage IV
9/28/2023
Activity Quantity Quantity Unit
Quantity Rate Production Units
Duration (Working
Days)
Duration (Calendar
Days)
Duration (Weeks)
Duration (Month)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Month
Phase 3 Const EB Crossover Detour Remove AC (WB Detour) 10065 Square Yards 1500 Square Yards/Day 7 9 2 1 .
Remove WB Detour TCB 4316 Feet 1000 Feet/Day 5 5 1 1 . .
Stripe Obliteration 10725 Feet 8000 Feet/Day 2 2 1 1 .
Place Panels & MOT Setup 2 Days 2 Days 2 2 1 1 .
Clearing & Grubbing / Removals 2 Acre 1 Acre/Day 2 2 1 1 .
Excavation/Embankment 3893 Cubic Yards 2000 Cubic Yards/Day 2 2 1 1 .
Grade Roadway For Pavement 1900 Square Yards 3000 Square Yards/Day 1 1 1 1 .
Aggregate Base (Detour) 367 Cubic Yards 2000 Cubic Yards/Day 1 1 1 1 .
AC (Detour) 3"AC-TC-3"AC-6" AB 1066 Tons 3200 Tons/Day 2 2 1 1 .
Place TCB along Detour 1690 Feet 2000 Feet/Day 1 1 1 1 .
Pavement Markings (Detour) 14175 Feet 60000 Feet/Day 1 1 1 1 .
PHASE 4
EB Bridge Structural Excavation 3 3 1 1 .
Footing form set up 7 9 2 1 .
Place footing Reinforcement 6 8 2 1 . .
Concrete pour/ cure time 7 9 2 1 .
Abutment, wingwalls form set up 5 5 1 1 .
Place abutment reinforcement 4 4 1 1 .
Concrete pour/ cure time 7 9 2 1 . .
Columns, pier cap 5 5 1 1 .
Place column and pier cap Reinf. 6 8 2 1 .
Concrete pour/ cure time 7 9 2 1 .
Retaining walls form set up 7 9 2 1 . .
Place RW reinforcement 7 9 2 1 .
Concrete pour/ cure time 7 9 2 1 .
Footing backfill 3 3 1 1 .
Girder erection 2 2 1 1 .
Deck from set up 10 12 2 1 .
Placing deck Reinforecement 8 10 2 1 . .
Bidwell set up and dry run 5 5 1 1 .
Concrete pour/ cure time 8 10 2 1 .
Construct Barrier and joints 4 4 1 1 .
Stage IV
9/28/2023
Activity Quantity Quantity Unit
Quantity Rate Production Units
Duration (Working
Days)
Duration (Calendar
Days)
Duration (Weeks)
Duration (Month)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Month
Phase 4 I-40 EB Roadway and Drng Clearing & Grubbing / Removals 4 Acre 1 Acre/Day 4 4 1 1 .
Sawcut 5248 Feet 5000 Feet/Day 2 2 1 1 .
Remove AC 2115 Square Yards 1500 Square Yards/Day 2 2 1 1 .
Roadway Excavation/Embankment 5883 Cubic Yards 2500 Cubic Yards/Day 3 3 1 1 .
(BE-B) (2)(8'Wx4'H)CBC (Extend 14') 1 Each 25 Total Days 25 33 5 2 . .
(CE-C)(24" Culvert) (Extend 88') 1 Each 15 Total Days 15 19 3 1 . .
(BE-D) (1)(6'Wx3'H)CBC (Plug End) 1 Each 20 Total Days 20 26 4 1 . .
(X-E)(1)(10'Wx8'H)CBC (Rem 20',Plug) 1 Each 15 Total Days 15 19 3 1 . .
(X-F)(1)(6'Wx5'H)CBC (Plug End) 1 Each 15 Total Days 15 19 3 1 . .
(X-C)(36" CMP) (Plug End) 1 Each 15 Total Days 15 19 3 1 . .
(BE-H) (2)(8'Wx4'H)CBC (Extend 78') 1 Each 25 Total Days 25 33 5 2 . .
(CF-I)(42" CMP) (Extend 45') 1 Each 15 Total Days 15 19 3 1 . .
(BE-J) (1)(6'Wx5'H)CBC (Extend 23') 1 Each 20 Total Days 20 26 4 1 . .
(CE-K)(54" Culvert) (Extend 9') 1 Each 15 Total Days 15 19 3 1 . .
(CE-L)(24" Culvert) (Extend 14') 1 Each 15 Total Days 15 19 3 1 . .
(BE-M) (1)(6'Wx3'H)CBC (Extend 14') 1 Each 25 Total Days 25 33 5 2 . .
Grade Roadway For Pavement 8690 Square Yards 3000 Square Yards/Day 3 3 1 1 . .
AB (I-40 EB) 4347 Cubic Yards 1500 Cubic Yards/Day 3 3 1 1 .
AC (I-40 EB) (3 Lifts) 5545 Tons 2500 Tons/Day 3 3 1 1 .
Guardrail 1175 Feet 300 Feet/Day 4 4 1 1 .
End Treatments 6 Each 2 Each/Day 3 3 1 1 .
Chain Link Fence 4365 Feet 1200 Feet/Day 4 4 1 1 .
Bridge to Barrier Transition 4 Each 1 Each/Day 4 4 1 1 .
Construct Ramps B & D Clearing & Grubbing / Removals 10 Acre 1 Acre/Day 10 12 2 1 .
Roadway Excavation 117835 Cubic Yards 2500 Cubic Yards/Day 48 66 10 3 Grade Roadway For Pavement 9180 Square Yards 3000 Square Yards/Day 4 4 1 1 .
AB 2682 Cubic Yards 1500 Cubic Yards/Day 2 2 1 1 .
AC 2750 Tons 2500 Tons/Day 4 4 1 1 .
Construct South Half of KC Clearing & Grubbing / Removals 3 Acre 1 Acre/Day 3 3 1 1 .
Roadway Excavation 51712 Cubic Yards 2500 Cubic Yards/Day 21 29 5 1 . .
Storm Drain 1293 Feet 200 Feet/Day 7 9 2 1 .
Grade Roadway For Pavement 80230 Square Yards 3000 Square Yards/Day 27 37 6 2 . . .
Catch Basins 9 Each 1 Each/Day 9 11 2 1 . .
Manholes 6 Each 1 Each/Day 6 8 2 1 .
C&G/Single Curb 1900 Feet 1500 Feet/Day 2 2 1 1 .
Sidewalk 7218 Square Feet 700 Square Feet/Day 11 15 3 1 . .
AB 735 Cubic Yards 1500 Cubic Yards/Day 1 1 1 1 .
PCCP (9" PCCP on 4" AB) 6619 Square Yards 1000 Square Yards/Day 7 9 2 1 .
Install Signs 5 Each 2 Each/Day 3 3 1 1 .
Install Pullbox 5 Each 5 Days/Intersection 5 5 1 1 .
Install Conduit 1221 Feet 200 Feet/Day 7 9 2 1 .
Install Signals 3 Each 30 Days/Intersection 30 40 6 2 . . .
Stage IV
9/28/2023
Activity Quantity Quantity Unit
Quantity Rate Production Units
Duration (Working
Days)
Duration (Calendar
Days)
Duration (Weeks)
Duration (Month)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Month
Phase 5 Remove EB Detour 7445 Square Yards 1500 Square Yards/Day 5 5 1 1 . .
Remove WB Detour Ramp A&C 6570 Square Yards 1500 Square Yards/Day 5 5 1 1 .
Remove TCB 1690 Feet 1000 Feet/Day 2 2 1 1 .
Stripe Obliteration 28517 Feet 8000 Feet/Day 4 4 1 1 .
Shoulder Recon Ramp A & C 3951 Feet 2500 Feet/Day 2 2 1 1 .
Shoulder Recon Mainline 5092 Feet 2500 Feet/Day 3 3 1 1 .
Overlay AR-ACFC 2857 Tons 500 Square Yards/Day 6 8 2 1 .
Striping 66800 Feet 150000 Feet/Day 1 1 1 1 .
Rumble strips 29256 Feet 10000 Feet/Day 3 3 1 1 .
Construct KC/ Ramps A&C Storm Drain 1235 Feet 200 Feet/Day 7 9 2 1 .
Catch Basins 8 Each 1 Each/Day 8 10 2 1 .
Manholes 3 Each 1 Each/Day 3 3 1 1 . .
Grade Roadway For Pavement 9610 Square Yards 3000 Square Yards/Day 4 4 1 1 .
Sidewalk 5991 Square Feet 700 Square Feet/Day 9 11 2 1 .
C&G/Single Curb 2132 Feet 1500 Feet/Day 2 2 1 1 .
AB 905 Cubic Yards 1500 Cubic Yards/Day 1 1 1 1 .
PCCP (9" PCCP on 4" AB) 6619 Square Yards 1000 Square Yards/Day 7 9 2 1 .
Install Signs 5 Each 2 Each/Day 3 3 1 1 .
Install Pullbox 6 Each 5 Days/Intersection 5 5 1 1 .
Install Cabinet 1 Each 4 Working Days 1 1 1 1 .
Install Conduit 355 Feet 200 Feet/Day 2 2 1 1 .
Install Signals 3 Each 30 Days/Intersection 30 40 6 2 . .
Striping 12023 Feet 150000 Feet/Day 1 1 1 1 .
Phase 5B (Misc Work)
Miscellaneous Work 10 12 2 1 . .
Demobilization 10 12 2 1 . .
| H7147 KCTI Cst Schedule Stage IV Sum |
| H7147 KCTI Cst Schedule Stage IV |
File details come from the government source that posted it. Updated .