PROJECT DESCRIPTION_WA NP MORA 11(1).pdf
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- Attached to
- WA NP MORA 11(1), Fryingpan Creek Bridge
- Solicitation number
- 69056726B000001
About this file
This document is a detailed project description for the Fryingpan Creek Bridge replacement project in Mount Rainier National Park, Pierce County, Washington. The project involves constructing a new 218.5-foot long single-span steel plate girder bridge with a cast-in-place concrete deck, founded on deep drilled shafts, and includes roadway realignment, parking lot construction, minor pipe culvert replacement, and stone masonry work. The project is located 31 miles north of Packwood, Washington, with a tentative solicitation date in Winter 2026 and a fixed completion date in Summer 2029.
The project scope is extensive, covering multiple divisions of work including earthwork (21,500 cubic yards of roadway excavation), slope reinforcement, aggregate base courses, asphalt pavements, bridge construction (298,000 pounds of structural steel), and incidental construction. Key quantities include 234 cubic yards of structural concrete, 37,390 pounds of reinforcing steel, 950 linear feet of stone curb, and 5,350 square yards of erosion control products. The estimated price range is $10 million to $20 million, with comprehensive requirements for construction survey, quality control, soil erosion control, traffic management, and environmental mitigation measures.
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Other files
| File | Type | Posted |
|---|---|---|
| QA_2-20-2026.pdf | ||
| mora11-1_Plans_Pre-Ad.pdf | ||
| Fryingpan Prelim Letter.pdf |
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Text version
WA NP MORA 11(1), Fryingpan Creek Bridge
Mount Rainer National Park
Pierce County, WA
The work consists of bridge replacement, roadway realignment, parking lot, minor pipe culvert replacement, stone masonry
Bridge Information: The project includes construction of a single span, 218.5-foot long steel plate girder bridge with cast-in-place concrete deck. Abutments are founded on deep foundation
(drilled shafts). The work includes demolition of the existing steel arch girder bridge upon completion of the new structure.
Project length: 0.27 miles
Tentative Fixed Completion Date: Summer 2029
(Once solicitation is issued, see SF-1442 continuation, Block 11 for exact date.)
Tentative Solicitation Date: Winter 2026
Estimated Price Range: $10 million to $20 million
Location: 31 miles North of Packwood, Washington.
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-14
O n e S ch ed u le
S ch
N am e
B as e_
DIVISION 150 – Project Requirements
152 Construction Survey & Staking (yes/no) Yes
153 Contractor Quality Control and Assurance (yes/no) Yes
154 Contractor Sampling & Testing (yes/no) Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes
157 Soil Erosion Control, Silt Fence 3000 LNFT
157 Soil Erosion Control, Fiber Roll 1200 LNFT
157 Soil Erosion Control, Check Dam 80 EACH
157 Soil Erosion Control, Temporary Stream Diversion LPSM e S ch ed
N as e_
DIVISION 200 – Earthwork
201 Clearing & Grubbing 1.8 ACRE
203 Removal of Masonry Guardwall 230 LNFT
203 Removal of Bridge LPSM
204 Roadway Excavation 21,500
CUYD
204 Conserve and Place Boulders 30 EACH
205 Blasting Consultant (Consultant/Engineering Services) (yes/no) No
207 Earthwork Geosynthetics 1000 SQYD
208 Structure Excavation 672 CUYD
211 Roadway Obliteration 1000 SQYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Riprap 950 CUYD
255 Mechanically Stabilized Earth Walls (retaining walls) 1500 SQFT
257 Contactor-Designed Retaining Walls (contractor completed designs) LPSM
DIVISION 300 – Aggregate and Base Courses
302 Minor Crushed Aggregate 2100 TON
303 Ditch Reconditioning 600 LNFT
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete 900 TON
411 Asphalt Prime Coat (asphalt surface treatment) 20 TON
412 Asphalt Tack Coat (asphalt surface treatment) 2 TON
413 Asphalt Pavement Milling 800 SQYD
DIVISION 500 – Rigid Pavement
501 Minor Concrete Pavement 90 SQYD e S ch ed
N as e_
DIVISION 550 – Bridge Construction
551 Untreated Timber Pile, in place 13 EACH
552 Structural Concrete, Class A (AE) (concrete – major structures) 234 CUYD
552 Structural Concrete, Class D (AE) 292 CUYD
552 Structural Concrete, Class D (AE), for approach slab, Type 2 58 SQYD
554 Reinforcing Steel 37,390 LB
554 Reinforcing Steel, Epoxy Coated 73,200 LB
555 Structural Steel, Furnished, Fabricated, and Erected 298,000 LB
556 Bridge Railing, Steel 295 LNFT
564 Bearing Devices 8 EACH
565 Drilled Shafts, 42-in Diameter 420 LNFT
DIVISION 600 – Incidental Construction
602 Minor Pipe Culverts 350 LNFT
602 End Sections 7 EACH
604 Inlets 2 EACH
609 Curb, Stone 950 LNFT
613 Simulated Stone Masonry Surface (concrete – minor structures) 170 SQYD
613 Simulated Stone Masonry Test Wall 1 EACH
615 Sidewalks, Pads & Paved Medians (concrete – minor structures) 350 LNFT
620 Class B Masonry, Rock Face Finish 164 SQYD
620 Stone Masonry Guardwall 475 LNFT
620 Stone Masonry Headwall for 24-in Pipe Culvert 5 EACH
621 Monuments & Markers (construction survey & staking) (yes/no) Yes
622 Rental Equipment (yes/no) Yes
623 General Labor (yes/no) Yes
624 Topsoil (landscaping & related items) 3,200 SQYD
626 Cuttings, Willow Pole 50 EACH
629 Rolled Erosion Control Products & Cellular Confinement Systems (turf establishment) 5,350 SQYD
633 Permanent Traffic Control (sign system) 43 SQFT
633 Remove and Reset Sign 7 EACH e S ch ed
N as e_
634 Permanent Pavement Markings (traffic pavement markings)
15,300
LNFT
635 Temporary Traffic Control – Barricades 6 EACH
635 Temporary Traffic Control – Drum 40 EACH
635 Temporary Traffic Control – Flagger 270 HOUR
635 Temporary Traffic Control – TCS 400 DAYS
635 Temporary Traffic Control – Traffic Signal System 1 EACH
635 Temporary Traffic Control – Construction Sign 350 SQFT
635 Temporary Traffic Control – Portable Changeable Message Sign 2 EACH
636 Conduit, 4-INCH, HDPE 488 LNFT
637 Facilities & Services (field office) 39 MONTHS
646 Fixture, Bicycle Storage Rack 3 EACH
646 Fixture, Pedestrian Railing (Stone-Timber) 300 LNFT
647 Mitigation, Log Deflector 10 EACH
647 Mitigation, Root Wad 12 EACH
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