D040823_tbl.xlsx

XLSX spreadsheet 2 MB Posted Jan 22, 2026

Attached to: Lock 8 Way over Bond Creek Superstructure Replacement, BIN 5525300
Solicitation number: 2130657
Issued by: Washington County, New York

About this file

Written by GovTribe AI · Apr 23, 2026

This is a technical estimate and specifications document for the Lock 8 Way over Bond Creek Superstructure Replacement project (BIN 5525300, PIN 1762.26 LD040823) in Washington County, New York, sponsored by the Town of Kingsbury. The project encompasses superstructure replacement, rehabilitation of existing concrete substructures, and highway approach work within approximately 150 feet north and south of the existing bridge. The work includes multiple components: erosion control measures totaling 375 linear feet of turbidity curtains, 4 cubic yards of drainage structure inlet protection, and 1,207.7 linear feet of sediment filter logs; sign work involving 4 type A sign posts and 1 sign panel assembly; guide rail installation and removal across three sites (A, B, and C) totaling 2,785 linear feet of various railing types; curb and gutter work totaling 764.8 linear feet of VF6 curb and 86.2 linear feet of T4 curb; 30.4 cubic yards of concrete sidewalks; driveway work including four driveways with combined paved apron area of 2,664.1 square feet; delineator and marker installation; and bridge superstructure work including box beam and corrugated beam guide rail installations and removals. The document includes detailed haunch tables, moment and shear calculations for five girders under dead load and HL-93 live load conditions, camber requirements ranging from 0 to 1.660 feet, and utility disposition requirements for 23 utility items including electric lines, gas mains, water mains, communication lines, and sewer infrastructure operated by NYSEG, Verizon, Spectrum, the Town of Vestal, and Vestal School District.

This is a Federal Aid project requiring compliance with NYSDOT Standard Specifications as of September 1, 2025. The project specifies a 0% Disadvantaged Business Enterprise (DBE) goal with no MBE/WBE/SDVOB goals applicable. Employment equity goals are established at 2.6% for minority employment and 6.9% for women employment, with mandatory use of the NYSDOT-approved Equitable Business Opportunities (EBO) civil rights reporting software. No residential or geographical restrictions apply to bidders. The document provides comprehensive technical specifications including design loads (HL-93 live load), bearing elevations, haunch depths, and pile specifications necessary for construction administration and quality control during the superstructure replacement work.

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File	Type	Posted
176226_pse_spc.pdf	PDF	Jan 22, 2026
D040823_record plans.pdf	PDF	Jan 22, 2026
176226_advertisement.docx	DOCX document	Jan 22, 2026
176226_pse_pln.pdf	PDF	Jan 22, 2026

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ele files as plans

SEAL BOX SIZE - MINIMUM

'TOTAL OF ROWS - HEIGHT =40 X 6 ROWS

COLUMN WIDTH 42

ELECTRONIC FILES IDENTIFIED AS PLANS
PROFESSIONAL OF RECORD
FILENAME	FILE DESCRIPTION	DATE/TIME MODIFIED	AFFIX SEAL:	ALTERED BY:
DXXXXXX_fea_X_rwy.XML	MAIN ST ALIGNMENT FILE
DXXXXXX_fea_X_rwy.XML	GLENWOOD RD ALIGNMENT FILE
DXXXXXX_fea_X_rwy.XML	PROPOSED DITCH ALIGNMENT
DXXXXXX_fea_X_rwy.XML	SAND FILTER ALIGNMENT

erosion table

		ITEM 209.1501	TURBIDITY CURTAIN - TEMPORARY			LF
		ITEM 209.1702	DRAINAGE STRUCTURE INLET PROTECTION,
GRAVEL BAG - TEMPORARY					CY
		ITEM 209.2303	SEDIMENT FILTER LOG-TEMPORARY, 24"			LF
		EROSION CONTROL TABLE
		STATION	STATION	SIDE	ITEM 209.1501
(LF)	ITEM 209.1702
(CY)	ITEM 209.2303
(LF)	COMMENTS

G 1117.0+	G 1246.0+	RT		1.0	103.0
G 1138.0+	G 1244.0+	LT			294.0
MA 1700.0+	MA 1925.0+	RT		1.0	218.0
MA 1805.0+	MA 1920.0+	LT		1.0	115.0
MA 1943.0+	MA 1994.0+	RT/LT	190.0
MA 2060.0+	MA 2105.0+	RT/LT	185.0
MA 2112.0+	MA 2246.0+	RT		1.0	126.0
MA 2109.0+	MA 2246.0+	LT			155.0
MA 2400.0+	MA 2489.0+	LT			97.7
MA 2395.0+	MA 2495.0+	RT		2.0	99.0
TOTALS			375.0	4.0	1207.7
G 1132.8+	G 1132.8+	LT
G 1138.7+	G 1138.7+	LT
G 1169.4+	G 1169.4+	LT
MA 1210.3+	MA 1210.3+	LT
MA 2152.9+	MA 2152.9+	LT
MA 2171.0+	MA 2171.0+	RT	1
MA 2235.3+	MA 2235.3+	RT
MA 2304.1+	MA 2304.1+	LT
MA 2319.5+	MA 2319.5+	RT	1	1

SIGN TABLE A NOT USED

		ITEM 645.81	TYPE A SIGN POSTS
		ITEM 647.31	RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30SQUARE FEET)	EA
		ITEM 647.51	REMOVE AND DISPOSE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30 SQUARE FEET)
		ITEM 647.25000004	REMOVE AND DISPOSE OF BRIDGE - MOUNTED SIGN PANEL, SIGN PANEL ASSEMBLY	EA
		ITEM 647.61	REMOVE AND DISPOSE SIGNS, GROUND MOUNTED TYPE A SIGN SUPPORTS AND FOUNDATIONS - SIZE I (UNDER 30 SQUARE FEET)	EA
		SIGN TABLE
		MUTCD
NUMBER	LOCATION #	STATION
(PROPOSED)	SIDE	ITEM 645.81
(EA)	ITEM 647.31
(EA)	ITEM 647.51
(EA)	ITEM 647.25000004
(EA)	ITEM

647.61

(EA) COMMENTS - SEE SIGN DATA SHEET FOR ADDITIONAL DETAILS

I2-2	A1-1	A 36816.2+	RT	2		1			CLEAR BROOK
I2-2	A1-2	A 36917.4+	LT	2		1			CLEAR BROOK
TOTALS				4	0	1	0	0

SDS A NOT USED

SIGN DATA SHEET

ITEM 645.5102 GROUND-MOUNTED SIGN PANELS LESS THAN OR EQUAL TO 32 SF, WITH Z-BARS SF

		DESIGNATION
& COLOR	LOCATION		TEXT	ITEM	SIZE	PAYMENT AREA

					AREA			TOTAL PAYMENT AREA
		I2-2
WHITE ON GREEN BACKGROUND	A1-1
A1-2		ERROR:#VALUE!	645.5102
				7.75 SF-EA
					62	X	18
								15.50 SF-TOTAL
				2
							TOTAL	15.50 SF

BRIDGE Rail

RAILING INSTALLATION TABLE

CABLE GUIDE RAILING REMOVALS TABLE

CABLE GUIDE RAILING INSTALLATION TABLE

CABLE GUIDE RAILING REMOVALS TABLE

CORRUGATED BEAM GUIDE RAILING INSTALLATION TABLE

CORRUGATED BEAM GUIDE RAILING REMOVALS TABLE

ITEM 568.54- STEEL BRIDGE RAILING (THREE RAIL)

ITEM 568.70 - TRANSITION BRIDGE RAILING

ITEM 606.60 - REMOVING AND STORING CABLE GUIDE RAILING

ITEM 606.6010 - REMOVING AND STORING CABLE MEDIAN BARRIER

ITEM 606.70 - REMOVING AND DISPOSING CABLE GUIDE RAILING

ITEM 606.7010 - REMOVING AND DISPOSING CABLE MEDIAN BARRIER

ITEM 606.79 - REMOVING AND DISPOSING ANCHORAGE UNITS FOR CABLE GUIDE RAILING OR MEDIAN BARRIER

ITEM 606.100002 - BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED)

ITEM 606.120201 - BOX BEA GUIDE RAILING END ASSEMBLY, TYPE IIA

ITEM 606.8101 - GUIDE RAIL TRANSITION WEAK-POST CORRUGATED BEAM TO BOX BEAM GUIDE RAIL ( ONE OR TWO-WAY OPERATION)

ITEM 606.5901 - RESETTING ANCHORAGE UNITS FOR CABLE GUIDE RAILING OR MEDIAN BARRIER

ITEM 606.60 - REMOVING AND STORING CABLE GUIDE RAILING

ITEM 606.6010 - REMOVING AND STORING CABLE MEDIAN BARRIER

ITEM 606.70 - REMOVING AND DISPOSING CABLE GUIDE RAILING

ITEM 606.7010 - REMOVING AND DISPOSING CABLE MEDIAN BARRIER

ITEM 606.79 - REMOVING AND DISPOSING ANCHORAGE UNITS FOR CABLE GUIDE RAILING OR MEDIAN BARRIER

ITEM 606.16 - CORRUGATED BEAM GUIDE RAILING

ITEM 606.17 - CORRUGATED BEAM MEDIAN BARRIER

ITEM 606.18 - MODIFIED WEAK-POST, CORRUGATED BEAM GUIDE RAIL

ITEM 606.22 - ANCHORAGE UNITS FOR CORRUGATED BEAM GUIDE RAILING

ITEM 606.24 - ANCHORAGE UNITS FOR CORRUGATED BEAM MEDIAN BARRIER

ITEM 606.26 - CORRUGATED BEAM GUIDE RAILING END TERMINAL (ENERGY-ABSORBING)

ITEM 606.51 - RESETTING CORRUGATED BEAM GUIDE RAILING

ITEM 606.52 - RESETTING CORRUGATED BEAM MEDIAN BARRIER

ITEM 606.5910 - RESETTING ANCHORAGE UNITS FOR CORRUGATED BEAM GUIDE RAILING OR MEDIAN BARRIER

GUIDE RAIL TABLE INDEX

STATION TO STATION

SIDE

(LF)

COMMENTS

STATION TO STATION

SIDE

(LF)

(EA)

COMMENTS

STATION TO STATION

SIDE

(LF)

(EA)

(LF)

(EA)

(LF)

(EA)

COMMENTS

STATION TO STATION

SIDE

(LF)

(EA)

COMMENTS

STATION TO STATION

SIDE

(LF)

(EA)

(LF)

(EA)

COMMENTS

STATION TO STATION

SIDE

SITE A -C720138

SITE B -C750021

BOX BEAM INSTALLATION

A 36783.4+

A 36815.4+

32.0

B 508+12.5

B 512+94.5

486

BOX BEAM REMOVALS

A 36815.4+

A 36906.5+

91.1

B 508+94.7

B 510+93.5

200

CABLE INSTALLATION

A 36906.5+

A 36938.5+

32.0

SITE C-C750222

CABLE REMOVALS

A 36803.5+

A 36835.5+

32.0

C 250+21.7

C 261+18.9

1095

A 36835.5+

A 36926.6+

91.1

C 250+27.5

C 260+26.9

1005

CORRUGATED INSTALLATION

A 36926.6+

A 36958.6+

32.0

TOTAL:

2785

TOTAL:

182.2

128.0

CORRUGATED INSTALLATION

CORRUGATED REMOVALS

HPBO CORRUGATED INSTALLATION

HPBO CORRUGATED REMOVALS

TOTAL:

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

Table Index

Estimate Summary

&"-,Bold"Job Title: ___________________________ P.I.N. _______ County:_____________ S.H. _______

&"-,Bold"&D &"-,Bold"sheet &P of &N

CURB TABLE

		ITEM 609.0401	CAST-IN-PLACE CONCRETE CURB TYPE VF6			LF
		ITEM 609.0407	CAST-IN-PLACE CONCRETE CURB TYPE T4			LF
		ITEM 624.01	CONVENTIONALLY FORMED OR MACHINE FORMED CONCRETE GUTTERS			SF
		CURB AND GUTTER TABLE
		STATION TO	STATION	SIDE	ITEM 609.0401
(LF)	ITEM 609.0407
(LF)	ITEM 624.01
(SF)	COMMENTS

MA 1743.5+	MA 1911.5+	RT	168.0
MA 2119.7+	MA 2338.7+	RT	219.0
MA 2392.0+	MA 2463.6+	RT		86.2
MA 2463.6+	MA 2525.0+	RT	61.4
G 1100.0+	MA 1241.1+	LT	141.1
G 1115.4+	MA 1725.0+	RT	136.7		205.1
G 1241.1+	MA 1803.2+	LT/LT	38.6
TOTAL:			764.8	86.2	205.1

WARNING UNITS

		ITEM 608.21	EMBEDDED DETECTABLE WARNING UNITS		SY
		EMBEDDED DETECTABLE WARNING UNITS
		STATION	SIDE	LENGTH
(FT)	WIDTH
(FT)	(SF)	COMMENTS	(SY)

MA 1786.0+	LT	2.0	7.1	14.2	1.6
MA 1787.4+	RT	2.0	5	10	1.1

TOTAL: 2.7

HWY SIDEWALK

		ITEM 608.0101	CONCRETE SIDEWALKS AND DRIVEWAYS				CY
		SIDEWALK TABLE						sf
		STATION TO	STATION	SIDE	COMMENTS	LENGTH
(FT)	WIDTH
(FT)	DEPTH
(IN)	QTY

(CY)

MA 1743.5+	MA 1911.5+	RT		168.0	5.0	4.0	10.4	840
MA 2119.7+	MA 2338.7+	RT		219.0	5.0	4.0	13.5	1095
G 1164.00+	G 1258.00+	LT		94.0	5.0	4.0	5.8	470
G 1159.10+		LT	ADDITIONAL DEPTH AT DRIVEWAY	12.0	5.0	2.0	0.4	60
G 1190.70+		LT		12.0	5.0	2.0	0.4	60
TOTAL:							30.4		2525

Driveways

		ITEM 608.020102
		DRIVEWAY TABLE	paved apron
area sf	gravel

area sf

	DRIVEWAY NUMBER	LOCATION		MATERIAL		ENTRANCE TYPE	CLASS	DIMENSIONS				COMMENTS		cl grade
NSF		STATION	SIDE	EXISTING	PROPOSED			W	TL	PL	CORNER ANGLE		NSF ANGLE	from sec			MRV NOTES
	1	MA 1691.0+	RT	ASPHALT	ASPHALT	1	R	106.0	0	2	90°00'00"	NEW 2' REPLACEMENT		5.4	212.0	0.0
	2	G 1159.1+	LT	GRAVEL	GRAVEL	1	R	12.1	24.3	10	90°00'00"			6.0	121.0	294.0
16.20%	3	G 1185.8+	LT	GRAVEL	GRAVEL	1	R	13.0	42	12	90°00'00"			16.2	156.0	546.0
	4	MA 2374.0+	RT	ASPHALT	ASPHALT	1	C	68.4	0.0	31.8	66°51'00"				2175.1	0.0
														TOTAL	2664.1	840.0

Estimate Summary

&"-,Bold"Job Title: ___________________________ P.I.N. _______ County:_____________ S.H. _______

&"-,Bold"&D &"-,Bold"sheet &P of &N

DELINEATORS

ITEM 646.22		DELINEATOR, SNOW MARKER, SUPPLEMENTARY SNOWPLOWING MARKER PANELS		EA
ITEM 646.32		STEEL POST, 2.0 LB/FT (7'-0" LONG)		EA
DELINEATOR, SNOW MARKER, SUPPLEMENTARY SNOWPLOWING MARKER PANELS
STATION	SIDE	ITEM 646.22	COMMENTS	ITEM 646.32

MA 1837.7+	RT	1	DOUBLE	1
MA 1868.7+	LT	1		1
MA 1896.9+	RT	1		1
MA 1910.6+	LT	1		1
MA 2131.9+	RT	1		1
MA 2144.9+	LT	1		1
MA 2246.9+	RT	1		1
MA 2502.4+	LT	1	DOUBLE	1
TOTALS (EA)		8		8
NOT USED
MA 1946.7+	RT	1		1
MA 1961.5+	LT	1		1
MA 2072.3+	RT	1		1
MA 2082.2+	LT	1		1

UTILITY DISPOSITION TABLE

UTILITY DISPOSITION TABLE
U-#	OWNER(S)	DESCRIPTION	DISPOSITION	QUALITY LEVEL
U-1	NYSEG	OVERHEAD ELECTRIC LINE	NYSEG TO PERMANENTLY RELOCATE OH LINE TO NEW POLES AT STA G 11+88, 22+00, 23+00, AND 24+85	NA
U-2	VERIZON	UTILITY POLE	VERIZON TO PERMANENTLY REMOVE EXISTING POLE	NA
U-3	NYSEG	UTILITY POLE WITH CANTILEVER STREET LIGHT	NYSEG TO PERMANENTLY RELOCATE POLE TO STA G 11+88, 32 LEFT	NA
U-4	NYSEG	STREET LIGHT POLE	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 18+60, 23 FT. LEFT	NA
U-5	NYSEG	STREET LIGHT POLE	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 19+10, 23 FT LEFT	NA
U-6	NYSEG	UTILITY POLE	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 22+00, 23 Ft. (MIN.) LEFT	NA
U-7	NYSEG	STREET LIGHT POLE	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 21+25, 23 FT (MIN) LEFT	NA
U-8	NYSEG	UTILITY POLE WITH CANTILEVER STREET LIGHT	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 23+00, 23 FT (MIN) LEFT	NA
U-9	NYSEG	UTILITY POLE WITH CANTILEVER STREET LIGHT	NYSEG TO PERMANENTLY RELOCATE POLE TO STA. MA 24+85, 23 FT (MIN) LEFT	NA
U-10	NYSEG	GAS LINE	EXISTING BRIDGE MOUNTED GAS MAIN TO BE REMOVED BY NYSEG. NEW GAS MAIN TO BE INSTALLED BY NYSEG BETWEEN G1 AND G2 PRIOR TO THE DECK POUR. TEMPORARY GAS MAIN TO BE INSTALLED BY NYSEG AS NEEDED TO MAINTAIN SERVICE.	QL"C"
U-11	TOWN OF VESTAL	8" WATER MAIN	EXISTING BRIDGE MOUNTED WATERMAIN TO BE REMOVED AND REPLACED BY CONTRACTOR (SEE CONTRACT PLANS). CONTRACTOR TO COORDINATE WITH THE TOWN OF VESTAL TO SHUTDOWN WATER SERVICE ACROSS BRIDGE PRIOR TO EXISTING BRIDGE REMOVAL.	QL"C"
U-12	VERIZON	OVERHEAD COMMUNICATION LINE	VERIZON TO RELOCATE TO NEW NYSEG POLES AT STA G 11+88, STA MA 22+00, 23+00, AND 24+85	NA
U-13	SPECTRUM	OVERHEAD COMMUNICATION LINE	SPECTRUM TO RELOCATE TO NEW NYSEG POLES AT STA G 11+88, STA MA 22+00, 23+00, AND 24+85	NA
U-14	VESTAL SCHOOL DISTRICT (CROWN UTILITIES)	OVERHEAD FIBER OPTIC	CROWN UTILITES TO RELOCATE TO NEW NYSEG POLES AT STA G 11+88, STA MA 22+00, 23+00, AND 24+85	NA
U-15	NIC	NIC	NIC	NA
U-16	SPECTRUM	OVERHEAD COMMUNICATION LINE	SPECTRUM TO REMOVE OVERHEAD LINE FROM EXISTING NYSEG POLE TO WEIS BUILDING. SPECTRUM TO INSTALL NEW UNDERGROUND SERVICE FROM NEW NYSEG POLE AT STA MA 22+00, 23 FT LEFT TO NEW SPECTRUM POLE AT STA 22+00, 29 FT RIGHT. SPECTRUM TO INSTALL NEW OVERHEAD SERVICE LINE FROM POLE AT STA MA 22+00, 29 FT RIGHT TO WEIS BUILDING.	NA
U-17	TOWN OF VESTAL	SANITARY SEWER MANHOLE	MANHOLE TO REMAIN. CONTRACTOR TO ADJUST RIM AS NECESSARY TO FINISHED GRADE FOLLOWING REMOVAL OF ROADWAY	QL"C"
U-18	NYSEG	GAS SERVICE LINE	RELOCATED BY NYSEG AS NECESSARY TO TIE INTO NEW GAS MAIN ON BRIDGE	QL"C"
U-19	TOWN OF VESTAL	SANITARY SEWER LINE	EXISTING SEWER MAIN TO REMAIN IN SERVICE UNDISTURBED	QL"C"
U-20	NYSEG	GAS MAIN	EXISTING GAS MAIN OUTSIDE BRIDGE TO REMAIN IN SERVICE UNDISTURBED	QL"C"
U-21	VERIZON	UG COMMUNICATION CONCRETE DUCT BANK	EXISTING DUCT BANK TO REMAIN. DUCT BANK CROSSES UNDER NEW STORM PIPE IN NORTHWEST QUADRANT. CONTRACTOR TO COORDINATE WITH VERIZON DURING CONSTRUCTION TO ENSURE THE DUCT BANK IS NOT IMPACTED.	QL"C"
U-22	NYSEG	OVERHEAD ELECTRIC LINE	EXISTING OVERHEAD ELECTRIC LINE TO BE REMOVED BY NYSEG. NYSEG TO INSTALL NEW OH ELECTRIC LINE FROM NEW POLE AT STA MA 22+00, 23 FT LEFT TO WEIS BUILDING.	NA
U-23	NYSEG	GAS LINE	RELOCATED BY NYSEG AS NECESSARY OUTSIDE LIMITS OF NEW SAND FILTER	QL"C"

Pile Table_Beg

BEGIN PILE TABLE
PILE NO.	LENGTH BELOW CUT-OFF
1
2
3
4
5
6
7
8

Pile Table_End

END PILE TABLE
PILE NO.	LENGTH BELOW CUT-OFF
1
2
3
4
5
6
7
8

Haunch Table

HAUNCH TABLE (FT)		CL OF BRGS. BEGIN ABUT.	0.1 L	0.2 L	0.3 L	0.4 L	0.5 L	0.6 L	0.7 L	0.8 L	0.9 L	CL OF BRGS. END ABUT.
GIRDER 1	(A) REQ'D BOTTOM OF SLAB ELEVATIONS	146.09	146.52	146.85	147.09	147.23	147.28	147.23	147.08	146.83	146.49	146.05
	(B) TOP OF STEEL EL. (FIELD MEASURE)
	(C) = (A) - (B)
	(D) CONCRETE + S.D.L. DEFLECTION	0.00	0.11	0.20	0.28	0.33	0.34	0.33	0.28	0.20	0.11	0.00
	(E) DEPTH OF HAUNCH REQ'D = (C) + (D)
GIRDER 2	(A) REQ'D BOTTOM OF SLAB ELEVATIONS	146.24	146.67	147.00	147.24	147.38	147.43	147.38	147.23	146.98	146.64	146.20
	(B) TOP OF STEEL EL. (FIELD MEASURE)
	(C) = (A) - (B)
	(D) CONCRETE + S.D.L. DEFLECTION	0.00	0.12	0.22	0.30	0.35	0.37	0.35	0.30	0.22	0.12	0.00
	(E) DEPTH OF HAUNCH REQ'D = (C) + (D)
GIRDER 3	(A) REQ'D BOTTOM OF SLAB ELEVATIONS	146.39	146.82	147.15	147.39	147.53	147.58	147.53	147.38	147.13	146.79	146.35
	(B) TOP OF STEEL EL. (FIELD MEASURE)
	(C) = (A) - (B)
	(D) CONCRETE + S.D.L. DEFLECTION	0.00	0.12	0.22	0.30	0.35	0.37	0.35	0.30	0.22	0.12	0.00
	(E) DEPTH OF HAUNCH REQ'D = (C) + (D)
GIRDER 4	(A) REQ'D BOTTOM OF SLAB ELEVATIONS	146.24	146.67	147.00	147.24	147.38	147.43	147.38	147.23	146.98	146.64	146.20
	(B) TOP OF STEEL EL. (FIELD MEASURE)
	(C) = (A) - (B)
	(D) CONCRETE + S.D.L. DEFLECTION	0.00	0.12	0.22	0.30	0.35	0.37	0.35	0.30	0.22	0.12	0.00
	(E) DEPTH OF HAUNCH REQ'D = (C) + (D)
GIRDER 5	(A) REQ'D BOTTOM OF SLAB ELEVATIONS	146.09	146.52	146.85	147.09	147.23	147.28	147.23	147.08	146.83	146.49	146.05
	(B) TOP OF STEEL EL. (FIELD MEASURE)
	(C) = (A) - (B)
	(D) CONCRETE + S.D.L. DEFLECTION	0.00	0.11	0.20	0.28	0.33	0.34	0.33	0.28	0.20	0.11	0.00
	(E) DEPTH OF HAUNCH REQ'D = (C) + (D)

Moment and Shear Table

	MOMENT &
SHEAR TABLE		CL OF BRGS. BEGIN ABUT.	0.1 L	0.2 L	0.3 L	0.4 L	0.5 L	0.6 L	0.7 L	0.8 L	0.9 L	CL OF BRGS. END ABUT.
	GIRDERS 1 & 5	D.L.	MOMENT	0.0	455.0	810.0	1063.0	1215.0	1266.0	1215.0	1063.0	810.0	455.0	0.0
			SHEAR	53.0	42.0	32.0	21.0	11.0	0.0	-11.0	-21.0	-32.0	-42.0	-53.0
		S.D.L.	MOMENT	0.0	67.0	118.0	155.0	177.0	185.0	177.0	155.0	118.0	67.0	0.0
			SHEAR	8.0	6.0	5.0	3.0	2.0	0.0	-2.0	-3.0	-5.0	-6.0	-8.0
		HL-93(+)	MOMENT	0.0	664.0	1168.0	1510.0	1712.0	1762.0	1712.0	1510.0	1168.0	664.0	0.0
			SHEAR	78.0	68.0	58.0	48.0	39.0	31.0	23.0	15.0	9.0	4.0	0.0
		HL-93(-)	MOMENT	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0
			SHEAR	0.0	-4.0	-9.0	-15.0	-23.0	-31.0	-39.0	-48.0	-58.0	-68.0	-78.0

GIRDERS 2-4	D.L.	MOMENT	0.0	489.0	870.0	1142.0	1305.0	1360.0	1305.0	1142.0	870.0	489.0	0.0
		SHEAR	57.0	46.0	34.0	23.0	11.0	0.0	-11.0	-23.0	-34.0	-46.0	-57.0
	S.D.L.	MOMENT	0.0	67.0	118.0	155.0	177.0	185.0	177.0	155.0	118.0	67.0	0.0
		SHEAR	8.0	6.0	5.0	3.0	2.0	0.0	-2.0	-3.0	-5.0	-6.0	-8.0
	HL-93(+)	MOMENT	0.0	576.0	1012.0	1309.0	1484.0	1527.0	1484.0	1309.0	1012.0	576.0	0.0
		SHEAR	91.0	79.0	68.0	57.0	46.0	36.0	26.0	17.0	10.0	4.0	0.0
	HL-93(-)	MOMENT	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0
		SHEAR	0.0	-4.0	-10.0	-17.0	-26.0	-36.0	-46.0	-57.0	-68.0	-79.0	-91.0

Camber Table

CAMBER TABLE		CL OF BRGS. BEGIN ABUT.	0.1 L	0.2 L	0.3 L	0.4 L	0.5 L	0.6 L	0.7 L	0.8 L	0.9 L	CL OF BRGS. END ABUT.
GIRDER 1 & 5	I STEEL D.L. (ft.)	0.000	0.025	0.050	0.065	0.075	0.080	0.075	0.065	0.050	0.025	0.000
	II CONCRETE D.L. (ft.)	0.000	0.100	0.185	0.255	0.300	0.315	0.300	0.255	0.185	0.100	0.000
	III SUMPERIMPOSED D.L. (ft.)	0.000	0.010	0.015	0.025	0.030	0.030	0.030	0.025	0.015	0.010	0.000
	IV VERTICAL CURVE (ft.)	0.000	0.435	0.770	1.015	1.160	1.205	1.160	1.015	0.775	0.435	0.000
	TOTAL = I + II +III+ IV (ft.)	0.000	0.570	1.025	1.360	1.565	1.635	1.565	1.360	1.025	0.570	0.000
GIRDERS 2-4	I STEEL D.L. (ft.)	0.000	0.025	0.050	0.065	0.075	0.080	0.075	0.065	0.050	0.025	0.000
	II CONCRETE D.L. (ft.)	0.000	0.110	0.205	0.280	0.330	0.345	0.330	0.280	0.205	0.110	0.000
	III SUMPERIMPOSED D.L. (ft.)	0.000	0.010	0.015	0.020	0.025	0.025	0.025	0.020	0.015	0.010	0.000
	IV VERTICAL CURVE (ft.)	0.000	0.435	0.770	1.015	1.160	1.205	1.160	1.015	0.775	0.435	0.000
	TOTAL = I + II +III+ IV (ft.)	0.000	0.575	1.040	1.380	1.590	1.660	1.590	1.385	1.040	0.575	0.000

Dead Load Tables

		DESIGN LOAD TABLE
		UNIT	LOAD (KIP/FT)
Girders 1 & 5	D.L.	SLAB	0.771
		HAUNCH	0.090
		GIRDER	0.226
		S.I.P. FORMS	0.015
		DIAPHRAGMS	0.006

TOTAL 1.108

S.D.L.	RAILING	0.034
	FUTURE W.S.	0.128

TOTAL 0.162

		DESIGN LOAD TABLE
		UNIT	LOAD (LB/FT)
Girder 2-4	D.L.	SLAB	0.891
		HAUNCH	0.029
		GIRDER	0.226
		S.I.P. FORMS	0.030
		DIAPHRAGMS	0.000
			0.01
		TOTAL	1.189

S.D.L.	RAILING	0.034
	FUTURE W.S.	0.128

	TOTAL	0.162
DESIGN LIVE LOAD = HL-93

Alignment table

STREAM ALIGNMENT
STATION	NORTHING	EASTING

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