F.A.P. TOTAL SHEET SECTION COUNTY RTE. SHEETS NO.
709 105BR-5 CHAMPAIGN 31 20
STA. TO STA.
FED. ROAD DIST. NO. ILLINOIS FED. AID PROJECT
CONTRACT 90933 SHEET 10 OF 11 SHEETS
12'' 14'' 4'' 1 1/2 '' 4-#8 bars 4-#9 bars 1 1/2 '' Chamfer
2'' 1 at Each Corner
2'' cl. to 1'' 14''
5 at #5 Gauge Wire 2'' 8 at 1'' Main Steel End to be Spiral Ties cl. 14'' crimped 2'' #5 Ga. 1 1/2 '' chamfer
6'' Spiral 5'' 14'' Typ. at all edges 1'' SECTION A-A Burn slots in crests 5 at 9'' Slot
of alternate flutes 14'' 2 1/2 '' SECTION A-A I. D. 2''
A A #4 bars 3'' 10 spaces at 3'' #5 Gauge Wire FOR PILES UNDER Spiral Ties
E6010 or E6011 Rod FIELD CRIMP DETAIL 16 spaces at 3'' 45' LONG 8- 7/16 '' } Prestressing 4'' Strands 12''
Note: 6'' Crimp shall either be supplied on Cylindrical Section 3/16 4'' at 4'' the cylindrical section or made in the field Extension as Required 6 spaces as detailed. 2'' cl. to A A #4 bars SECTION Main Steel 1 1/2 '' Chamfer 16 spaces at 3'' 6'' THRU PILE ELEVATION
7/16 '' } Prestressing Strand (End Reinforcement) Continuous Weld
8-#8 bars #8 bars 14''
Length (L) #4 bars
2''
Length (L) 8'' 1/2 '' Plate cl. 6'' spacing maximum For bars See Sec. A-A Nominal DESIGN STRESSES
14'' #5 Gauge Wire Spiral Ties 2''
Min. Crimp of Cylindrical Sec. 2'' 1/4 '' Spiral Hooping Length (L) f'c = 5,000 p.s.i. 6'' spacing maximum OPTIONAL FLAT END cl. cl. f'ci = 4,000 p.s.i.
f's = 270,000 p.s.i. (31,000 lbs.- 7/16 '' } or 41,300 lbs.- 1/2 '' }) SECTION A-A Cast in Place Concrete Build Up 6'' spacing maximum fsi = 189,000 p.s.i. (21,700 lbs.- 7/16 '' } or 28,900 lbs.- 1/2 '' }) FOR PILES 45' #4 bars ALLOWABLE TAPER SECTIONS
at 4'' PLAN
OR MORE Taper Section 6 spaces 10' Length-Taper 1'' in 2'-6'' (End Reinforcement) NOTES
17' Length-Taper 1'' in 4'-0'' at 3'' 16 spaces at 3'' 8 spaces Prestressing steel shall be uncoated high strength, stress-relieved
25' Length-Taper 1'' in 7'-0'' Handling: For Pile lengths up to 45' 7-wire strand. An equal substitution of low-relaxation strands for the 30' Length-Taper 1'' in 7'-0'' use two slings placed at a stress-relieved strands will be permitted, provided the initial prestressing 1'' 5 at distance of 0.21L from each end. Metal Shell Note: The thickness of the shell shall be 0.25 Prestressing Strands 24'' Min. Lap force applied to each strand is the same as that shown for stress- For Piles longer than 45', use 1'' relieved strands. The nominal diameter shall be 7/16 '' and the nominal 5 at
Continuous Weld inches with a tolerance of 5%. The shell shall three slings placed at a 2'' 2 be according to Article 1006.05(a) of the cross-sectional area shall be 0.115 in or the equivalent 6- 1/2 '' } strands distance of 0.12L from each end 2
2'' with a cross-sectional area of 0.153 in may be used. 10 spaces at 3'' and at mid point of pile. Standard Specification except that minimum yield strength for the steel after cold working shall be For Pile lengths up to 65', use two slings placed at a distance 5'' 50,000 p.s.i. of 0.21 L* from each end. For Piles longer than 65', use three 3/8 '' Min. PILE BUILD UP PILE PLAN 8 at 1'' slings placed at a distance of 0.12 L* from each end and at midpoint DETAIL OF PRECAST 8'' DETAIL OF TAPERED METAL SHELLS of pile. *L= Overall length of pile to be handled. Nominal 4'' 1 1/2 '' CONCRETE PILES FOR CAST IN PLACE CONCRETE PILES PRECAST PRESTRESSED CONCRETE PILE
1/4 '' Spiral Hooping at 6-#6 bars 6'' spacing or #4 Ties Steel Pipe (For Details, at 12'' cts. See below) 12'' Dia. For field splice bevel edge and The cost of Reinforcement 1'' min.-2'' max. butt weld. 6'' Horizontal bend (Typ.) is included with furnishing piles. 12'' Note: Driving and bearing ends min. of pipe shall be cut square. Metal Shell
The thickness of the Abuts. Piers BUTT shell shall be 0.25 inches SECTION A-A with a tolerance of 5 % . At least 10% of the length 10'-0'' 6-#5 bars
Cont. weld of pile shall have a Butt 1/4 '' 6'-6'' long Cost of reinforcement is included diameter equal to or greater with furnishing piles. 2'-0" 1'-0" than 12''. Length (L) #4 bar Gauges are furnished to 3/4 '' Plate A A OPTIONAL Spiral suit soil conditions (16 Gauge avg. min.)
FLAT END 1 1/2 ''
2'' cl. Length (L) cl. DETAIL OF MANDREL DRIVEN B B DETAIL OF CYLINDRICAL Metal Shell STRAIGHT OR STEP-TAPER PILES 5'-0'' STEEL SHELL FOR CAST IN SECTION B-B FOR CAST IN PLACE CONCRETE PILES Cont. weld 3'' Pitch Typ.
PLACE CONCRETE PILES Reinforcement in top of pile shall 8'' be omitted under pier footings when min. REVISIONS ILLINOIS DEPARTMENT OF TRANSPORTATION placed in natural ground. NAME DATE POINT CONCRETE PILES (Applies only to US ROUTE 136 OVER BIG DITCH Step Taper type pile) DETAIL OF REINFORCEMENT FAP RTE. 709 SECTION 105BR-5 FOR METAL SHELLS STA. 2078+57.63 Steel Plate welded PILE REINFORCEMENT UPCHURCH CHAMPAIGN COUNTY STR. NO. 010-0276 to bottom AND ASSOCIATES SCALE: architects *engineers *surveyors NTS DRAWN BY LP * environmentalists * X-3, X-31 HILLSIDE, IL. (708) 449-2321 u MATTOON, IL. (217) 235-3177 DATE 11-2001 CHECKED BY MJS CONCPILES