W912EP-17-R-0016_C-37_Volume2Specs.pdf

PDF 5 MB Posted Jul 14, 2017

Attached to: Kissimmee River Restoration Project, C-37 Embankment Armoring, Polk and Osceola Counties, Florida
Solicitation number: W912EP-17-R-0016
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP-17-R-0016 Specifications Volume 2 of 2

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W912EP-17-R-0016

SERVICE DISABLED VETERAN OWNED SMALL BUSINESS SET-ASIDE

Jacksonville District

Kissimmee River Restoration Project, C-37 Embankment Armoring

Polk and Osceola Counties, Florida

Construction Solicitation and Specifications Volume 2 of 2

See Volume 1 of 2 for issue date

Kissimmee River Restoration Project C-37 Embankment Armoring

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

00 33 50 WEATHER AND WATER STAGE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 32 11 TURF REINFORCEMENT MAT

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 23 SODDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION FOR STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Section 00 31 21

CONTROL MONUMENT DESCRIPTIONS

Kissimmee River Restoration Project

00 31 21 - 1

See file dsdata.txt for more information about the datasheet.

PROGRAM = datasheet95, VERSION = 8.8 1 National Geodetic Survey, Retrieval Date = MARCH 28, 2016

AF7634 ***********************************************************************

AF7634 DESIGNATION - K 106

AF7634 PID - AF7634

AF7634 STATE/COUNTY- FL/POLK

AF7634 COUNTRY - US

AF7634 USGS QUAD - HESPERIDES (1972)

AF7634

AF7634 *CURRENT SURVEY CONTROL

AF7634 ______________________________________________________________________

AF7634* NAD 83(2011) POSITION- 27 57 33.88788(N) 081 24 48.85121(W) ADJUSTED

AF7634* NAD 83(2011) ELLIP HT- -8.414 (meters) (06/27/12) ADJUSTED

AF7634* NAD 83(2011) EPOCH - 2010.00

AF7634* NAVD 88 ORTHO HEIGHT - 18.734 (meters) 61.46 (feet) ADJUSTED

AF7634 ______________________________________________________________________

AF7634 NAD 83(2011) X - 841,733.487 (meters) COMP AF7634 NAD 83(2011) Y - -5,574,632.623 (meters) COMP AF7634 NAD 83(2011) Z - 2,972,529.279 (meters) COMP AF7634 LAPLACE CORR - -2.31 (seconds) DEFLEC12B AF7634 GEOID HEIGHT - -27.151 (meters) GEOID12B AF7634 DYNAMIC HEIGHT - 18.706 (meters) 61.37 (feet) COMP AF7634 MODELED GRAVITY - 979,148.6 (mgal) NAVD 88

AF7634

AF7634 VERT ORDER - SECOND CLASS I

AF7634

AF7634 Network accuracy estimates per FGDC Geospatial Positioning Accuracy AF7634 Standards:

AF7634 FGDC (95% conf, cm) Standard deviation (cm) CorrNE AF7634 Horiz Ellip SD_N SD_E SD_h (unitless)

AF7634 -------------------------------------------------------------------

AF7634 NETWORK 1.25 1.86 0.49 0.52 0.95 0.28252496

AF7634 -------------------------------------------------------------------

AF7634 Click here for local accuracies and other accuracy information.

AF7634

AF7634.The horizontal coordinates were established by GPS observations AF7634.and adjusted by the National Geodetic Survey in June 2012.

AF7634

AF7634.NAD 83(2011) refers to NAD 83 coordinates where the reference AF7634.frame has been affixed to the stable North American tectonic plate. See AF7634.NA2011 for more information.

AF7634

AF7634.The horizontal coordinates are valid at the epoch date displayed above AF7634.which is a decimal equivalence of Year/Month/Day.

AF7634

AF7634.The orthometric height was determined by differential leveling and AF7634.adjusted by the NATIONAL GEODETIC SURVEY AF7634.in April 2004.

AF7634

AF7634.Significant digits in the geoid height do not necessarily reflect accuracy.

AF7634.GEOID12B height accuracy estimate available here.

AF7634

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

1 of 4 3/28/2016 8:56 AM

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00 31 21 - 2

AF7634.The X, Y, and Z were computed from the position and the ellipsoidal ht.

AF7634

AF7634.The Laplace correction was computed from DEFLEC12B derived deflections.

AF7634

AF7634.The ellipsoidal height was determined by GPS observations AF7634.and is referenced to NAD 83.

AF7634

AF7634.The dynamic height is computed by dividing the NAVD 88 AF7634.geopotential number by the normal gravity value computed on the AF7634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7634.degrees latitude (g = 980.6199 gals.).

AF7634

AF7634.The modeled gravity was interpolated from observed gravity values.

AF7634

AF7634. The following values were computed from the NAD 83(2011) position.

AF7634

AF7634; North East Units Scale Factor Converg.

AF7634;SPC FL E - 401,780.325 159,307.467 MT 0.99996161 -0 11 38.1

AF7634;SPC FL E - 1,318,174.28 522,661.25 sFT 0.99996161 -0 11 38.1

AF7634;SPC FL W - 401,849.916 257,701.144 MT 0.99998226 +0 16 29.8

AF7634;SPC FL W - 1,318,402.60 845,474.50 sFT 0.99998226 +0 16 29.8

AF7634;UTM 17 - 3,092,775.220 459,321.351 MT 0.99962042 -0 11 38.1

AF7634

AF7634! - Elev Factor x Scale Factor = Combined Factor AF7634!SPC FL E - 1.00000132 x 0.99996161 = 0.99996293 AF7634!SPC FL W - 1.00000132 x 0.99998226 = 0.99998358 AF7634!UTM 17 - 1.00000132 x 0.99962042 = 0.99962174

AF7634

AF7634 SUPERSEDED SURVEY CONTROL

AF7634

AF7634 NAD 83(2007)- 27 57 33.88815(N) 081 24 48.85203(W) AD(2002.00) 0

AF7634 ELLIP H (02/10/07) -8.411 (m) GP(2002.00)

AF7634 NAD 83(1999)- 27 57 33.88807(N) 081 24 48.85158(W) AD( ) 2

AF7634 ELLIP H (07/06/01) -8.358 (m) GP( ) 4 2

AF7634 NAD 83(1990)- 27 57 33.88820(N) 081 24 48.85198(W) AD( ) 2

AF7634 ELLIP H (12/04/92) -8.344 (m) GP( ) 3 2 AF7634 NGVD 29 (12/04/92) 19.1 (m) GEOID90 model used GPS OBS

AF7634

AF7634.Superseded values are not recommended for survey control.

AF7634

AF7634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

AF7634.See file dsdata.txt to determine how the superseded data were derived.

AF7634

AF7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5932192775(NAD 83)

AF7634

AF7634_MARKER: F = FLANGE-ENCASED ROD

AF7634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

AF7634_STAMPING: K 106 1991

AF7634_MARK LOGO: NGS

AF7634_PROJECTION: RECESSED 36 CENTIMETERS

AF7634_MAGNETIC: N = NO MAGNETIC MATERIAL

AF7634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

AF7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

AF7634+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 AF7634_ROD/PIPE-DEPTH: 11 meters

AF7634

AF7634 HISTORY - Date Condition Report By

AF7634 HISTORY - 1991 MONUMENTED KEISCH

AF7634 HISTORY - 19970210 GOOD USPSQD

AF7634 HISTORY - 20010118 GOOD FLDEP

AF7634 HISTORY - 20020315 GOOD PICKET

AF7634 HISTORY - 20030922 GOOD FL-105

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

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00 31 21 - 3

AF7634 HISTORY - 20050418 GOOD INDIV

AF7634 STATION DESCRIPTION

AF7634

AF7634'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991

AF7634'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF LAKE WALES

AF7634'IN THE EAST RIGHT-OF-WAY OF CAMP MACK ROAD IN SECTION 15, TOWNSHIP 29

AF7634'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA.

AF7634'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S. 27 IN

AF7634'LAKE WALES, GO EAST ON S.R. 60 FOR 9.5 MI (15.3 KM) TO THE

AF7634'INTERSECTION OF S.R. 60 AND BOY SCOUT ROAD. TURN LEFT AND GO NORTH ON

AF7634'BOY SCOUT ROAD 3.5 MI (5.6 KM) TO THE INTERSECTION OF BOY SCOUT ROAD

AF7634'AND CAMP MACK ROAD. TURN RIGHT AND GO NORTHEAST ON CAMP MACK ROAD 3.0

AF7634'MI (4.8 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES

AF7634'9.8 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, 26.2 FT

AF7634'(8.0 M) WEST OF THE BARBWIRE FENCE, AND 220 FT (67.1 M) EAST

AF7634'NORTHEAST OF A POWER POLE (NUMBER 6-12852). ACCESS TO DATUM

AF7634'POINT--THE STATION IS RECESSED 1.2 FT (0.4 M) BELOW GROUND INSIDE A

AF7634'NGS LOGO CAP WHICH IS MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET

AF7634'IN A CONCRETE COLLAR.

AF7634'REFERENCES--

AF7634'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 1 DEGREE

AF7634'EAST AT 33.30 FT (10.15 M).

AF7634'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 81

AF7634'DEGREES WEST AT 21.36 FT (6.51 M).

AF7634'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 20

AF7634'DEGREES EAST AT 20.20 FT (6.16 M).

AF7634'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 88 DEGREES

AF7634'EAST AT 41.18 FT (12.55 M).

AF7634'SET CARSONITE WITNESS POST, SOUTH 37 DEGREES EAST AT 26.24 FT

AF7634'(8.00 M).

AF7634

AF7634 STATION RECOVERY (1997)

AF7634

AF7634'RECOVERY NOTE BY US POWER SQUADRON 1997

AF7634'RECOVERED IN GOOD CONDITION.

AF7634

AF7634 STATION RECOVERY (2001)

AF7634

AF7634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)

AF7634'THE MARK IS ABOUT 14.7 MI (23.7 KM) EAST-NORTHWEST OF LAKE WALES, IN

AF7634'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM

AF7634'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO

AF7634'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION

AF7634'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND

AF7634'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON

AF7634'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40

AF7634'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7

AF7634'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,

AF7634'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.0 MI (4.8 KM) TO THE

AF7634'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A

AF7634'NGS LOGO CAP RECESSED 1.2 FT (0.4 M) BELOW THE LEVEL OF THE GROUND AND

AF7634'BELOW THE LEVEL OF CAMP MACK ROAD, THE DATUM POINT IS RECESSED 0.3 FT

AF7634'(9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 26.2 FT (8.0 M)

AF7634'NORTHWEST OF A BARBWIRE FENCE, 25.8 FT (7.9 M) NORTHWEST OF A

AF7634'CARSONITE WITNESS POST, 22.6 FT (6.9 M) NORTHWEST OF POWER POLE NUMBER

AF7634'FPC B11498, 21.0 FT (6.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF

AF7634'CAMP MACK ROAD AND 9.8 FT (3.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF

AF7634'THE PAVEMENT AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.

AF7634'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

AF7634

AF7634 STATION RECOVERY (2002)

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

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AF7634'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (HS)

AF7634'RECOVERED IN GOOD CONDITION.

AF7634

AF7634 STATION RECOVERY (2003)

AF7634

AF7634'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)

AF7634'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY

AF7634'APPRAISER GIS DEPARTMENT.

AF7634

AF7634 STATION RECOVERY (2005)

AF7634

AF7634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ADJ)

AF7634'RECOVERED IN GOOD CONDITION.

*** retrieval complete.

Elapsed Time = 00:00:02

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

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See file dsdata.txt for more information about the datasheet.

PROGRAM = datasheet95, VERSION = 8.8 1 National Geodetic Survey, Retrieval Date = MARCH 28, 2016

AF7636 ***********************************************************************

AF7636 DESIGNATION - K 107

AF7636 PID - AF7636

AF7636 STATE/COUNTY- FL/POLK

AF7636 COUNTRY - US

AF7636 USGS QUAD - HESPERIDES (1972)

AF7636

AF7636 *CURRENT SURVEY CONTROL

AF7636 ______________________________________________________________________

AF7636* NAD 83(2011) POSITION- 27 57 47.79048(N) 081 24 29.49835(W) ADJUSTED

AF7636* NAD 83(2011) ELLIP HT- -7.918 (meters) (06/27/12) ADJUSTED

AF7636* NAD 83(2011) EPOCH - 2010.00

AF7636* NAVD 88 ORTHO HEIGHT - 19.253 (meters) 63.17 (feet) ADJUSTED

AF7636 ______________________________________________________________________

AF7636 NAD 83(2011) X - 842,226.613 (meters) COMP AF7636 NAD 83(2011) Y - -5,574,355.646 (meters) COMP AF7636 NAD 83(2011) Z - 2,972,907.516 (meters) COMP AF7636 LAPLACE CORR - -2.23 (seconds) DEFLEC12B AF7636 GEOID HEIGHT - -27.172 (meters) GEOID12B AF7636 DYNAMIC HEIGHT - 19.224 (meters) 63.07 (feet) COMP AF7636 MODELED GRAVITY - 979,148.6 (mgal) NAVD 88

AF7636

AF7636 VERT ORDER - SECOND CLASS I

AF7636

AF7636 Network accuracy estimates per FGDC Geospatial Positioning Accuracy AF7636 Standards:

AF7636 FGDC (95% conf, cm) Standard deviation (cm) CorrNE AF7636 Horiz Ellip SD_N SD_E SD_h (unitless)

AF7636 -------------------------------------------------------------------

AF7636 NETWORK 1.13 1.72 0.45 0.47 0.88 0.24369800

AF7636 -------------------------------------------------------------------

AF7636 Click here for local accuracies and other accuracy information.

AF7636

AF7636.The horizontal coordinates were established by GPS observations AF7636.and adjusted by the National Geodetic Survey in June 2012.

AF7636

AF7636.NAD 83(2011) refers to NAD 83 coordinates where the reference AF7636.frame has been affixed to the stable North American tectonic plate. See AF7636.NA2011 for more information.

AF7636

AF7636.The horizontal coordinates are valid at the epoch date displayed above AF7636.which is a decimal equivalence of Year/Month/Day.

AF7636

AF7636.The orthometric height was determined by differential leveling and AF7636.adjusted by the NATIONAL GEODETIC SURVEY AF7636.in April 2004.

AF7636

AF7636.Significant digits in the geoid height do not necessarily reflect accuracy.

AF7636.GEOID12B height accuracy estimate available here.

AF7636

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

1 of 4 3/28/2016 8:52 AM

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AF7636.The X, Y, and Z were computed from the position and the ellipsoidal ht.

AF7636

AF7636.The Laplace correction was computed from DEFLEC12B derived deflections.

AF7636

AF7636.The ellipsoidal height was determined by GPS observations AF7636.and is referenced to NAD 83.

AF7636

AF7636.The dynamic height is computed by dividing the NAVD 88 AF7636.geopotential number by the normal gravity value computed on the AF7636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AF7636.degrees latitude (g = 980.6199 gals.).

AF7636

AF7636.The modeled gravity was interpolated from observed gravity values.

AF7636

AF7636. The following values were computed from the NAD 83(2011) position.

AF7636

AF7636; North East Units Scale Factor Converg.

AF7636;SPC FL E - 402,206.491 159,837.844 MT 0.99996108 -0 11 29.1

AF7636;SPC FL E - 1,319,572.46 524,401.33 sFT 0.99996108 -0 11 29.1

AF7636;SPC FL W - 402,280.418 258,228.027 MT 0.99998301 +0 16 39.0

AF7636;SPC FL W - 1,319,815.00 847,203.12 sFT 0.99998301 +0 16 39.0

AF7636;UTM 17 - 3,093,201.241 459,851.547 MT 0.99961989 -0 11 29.1

AF7636

AF7636! - Elev Factor x Scale Factor = Combined Factor AF7636!SPC FL E - 1.00000124 x 0.99996108 = 0.99996232 AF7636!SPC FL W - 1.00000124 x 0.99998301 = 0.99998425 AF7636!UTM 17 - 1.00000124 x 0.99961989 = 0.99962113

AF7636

AF7636 SUPERSEDED SURVEY CONTROL

AF7636

AF7636 NAD 83(2007)- 27 57 47.79074(N) 081 24 29.49918(W) AD(2002.00) 0

AF7636 ELLIP H (02/10/07) -7.916 (m) GP(2002.00)

AF7636 NAD 83(1999)- 27 57 47.79066(N) 081 24 29.49871(W) AD( ) 2

AF7636 ELLIP H (07/06/01) -7.863 (m) GP( ) 4 2

AF7636 NAD 83(1990)- 27 57 47.79078(N) 081 24 29.49910(W) AD( ) 2

AF7636 ELLIP H (12/04/92) -7.848 (m) GP( ) 3 2 AF7636 NGVD 29 (12/04/92) 19.6 (m) GEOID90 model used GPS OBS

AF7636

AF7636.Superseded values are not recommended for survey control.

AF7636

AF7636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.

AF7636.See file dsdata.txt to determine how the superseded data were derived.

AF7636

AF7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5985193201(NAD 83)

AF7636

AF7636_MARKER: F = FLANGE-ENCASED ROD

AF7636_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

AF7636_STAMPING: K 107 1991

AF7636_MARK LOGO: NGS

AF7636_PROJECTION: RECESSED 36 CENTIMETERS

AF7636_MAGNETIC: N = NO MAGNETIC MATERIAL

AF7636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL

AF7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

AF7636+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 AF7636_ROD/PIPE-DEPTH: 11 meters

AF7636

AF7636 HISTORY - Date Condition Report By

AF7636 HISTORY - 1991 MONUMENTED KEISCH

AF7636 HISTORY - 19970210 GOOD USPSQD

AF7636 HISTORY - 20010118 GOOD FLDEP

AF7636 HISTORY - 20030205 GOOD USPSQD

AF7636 HISTORY - 20030922 GOOD FL-105

DATASHEETS http://www.ngs.noaa.gov/cgi-bin/ds_proj.prl

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AF7636 HISTORY - 20050418 GOOD INDIV

AF7636

AF7636 STATION DESCRIPTION

AF7636

AF7636'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1991

AF7636'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHEAST OF LAKE WALES

AF7636'IN THE EAST RIGHT-OF-WAY OF CAMP MACK ROAD IN SECTION 15, TOWNSHIP 29

AF7636'SOUTH, RANGE 29 EAST, POLK COUNTY, FLORIDA.

AF7636'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 60 AND U.S. 27 IN

AF7636'LAKE WALES, GO EAST ON S.R. 60 FOR 9.5 MI (15.3 KM) TO THE

AF7636'INTERSECTION OF S.R. 60 AND BOY SCOUT ROAD. TURN LEFT AND GO NORTH ON

AF7636'BOY SCOUT ROAD 3.5 MI (5.6 KM) TO THE INTERSECTION OF BOY SCOUT ROAD

AF7636'AND CAMP MACK ROAD. TURN RIGHT AND GO NORTHEAST ON CAMP MACK ROAD 3.4

AF7636'MI (5.5 KM) TO THE STATION IN THE EAST RIGHT-OF-WAY. THE STATION LIES

AF7636'8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT, 24.4 FT

AF7636'(7.4 M) WEST OF A BARBWIRE FENCE, AND 54.5 FT (16.6 M) NORTHEAST OF A

AF7636'POWER POLE (NUMBER 6-12858). ACCESS TO DATUM POINT--THE STATION IS

AF7636'RECESSED 1.2 FT (0.4 M) BELOW GROUND INSIDE A NGS LOGO CAP WHICH IS

AF7636'MOUNTED ON A 5 1/4 INCH DIAMETER PVC PIPE SET IN A CONCRETE COLLAR.

AF7636'REFERENCES--

AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN POWER POLE (NUMBER 6-12858),

AF7636'SOUTH 31 DEGREES WEST AT 54.54 FT (16.62 M).

AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, SOUTH 79

AF7636'DEGREES WEST AT 18.90 FT (5.76 M).

AF7636'KEITH AND SCHNARS NAIL AND DISC, SET AT EDGE OF PAVEMENT, NORTH 27

AF7636'DEGREES EAST AT 22.01 FT (6.71 M).

AF7636'KEITH AND SCHNARS NAIL AND DISC, SET IN FENCE POST, SOUTH 73 DEGREES

AF7636'EAST AT 30.23 FT (9.21 M).

AF7636'SET CARSONITE WITNESS POST, SOUTH 31 DEGREES EAST AT 24.38 FT

AF7636'(7.43 M).

AF7636

AF7636 STATION RECOVERY (1997)

AF7636

AF7636'RECOVERY NOTE BY US POWER SQUADRON 1997

AF7636'RECOVERED IN GOOD CONDITION.

AF7636

AF7636 STATION RECOVERY (2001)

AF7636

AF7636'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)

AF7636'THE MARK IS ABOUT 14.8 MI (23.8 KM) EAST-NORTHWEST OF LAKE WALES, IN

AF7636'SECTION 15, TOWNSHIP 29 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM

AF7636'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WALES, GO

AF7636'EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.3 MI (11.7 KM) TO THE JUNCTION

AF7636'OF MAMMOTH GROVE ROAD ON THE LEFT, TURN LEFT ON MAMMOTH GROVE ROAD AND

AF7636'GO NORTH FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF CAMP MACK ROAD ON

AF7636'THE RIGHT, TURN RIGHT ON CAMP MACK ROAD AND GO NORTH FOR 0.25 MI (0.40

AF7636'KM) TO A CURVE EAST, CONTINUE EAST ON CAMP MACK ROAD FOR 2.3 MI (3.7

AF7636'KM) TO THE JUNCTION OF BARNEY KEEN ROAD (BOY SCOUT ROAD) ON THE RIGHT,

AF7636'CONTINUE NORTHEASTERLY ON CAMP MACK ROAD FOR 3.4 MI (5.5 KM) TO THE

AF7636'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A

AF7636'NGS LOGO CAP RECESSED 1.2 FT (0.4 M) BELOW THE LEVEL OF THE GROUND AND

AF7636'BELOW THE LEVEL OF CAMP MACK ROAD, THE DATUM POINT IS RECESSED 0.3 FT

AF7636'(9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED 89.0 FT (27.1 M)

AF7636'WEST-SOUTHWEST OF POWER POLE NUMBER FPC B11505, 25.0 FT (7.6 M) WEST

AF7636'OF A BARBWIRE FENCE, 24.4 FT (7.4 M) NORTHWEST OF A CARSONITE WITNESS

AF7636'POST, 19.4 FT (5.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF CAMP

AF7636'MACK ROAD AND 8.5 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE

AF7636'PAVEMENT. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS

AF7636'LOGO CAP.

AF7636

AF7636 STATION RECOVERY (2003)

AF7636

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AF7636'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)

AF7636'RECOVERED IN GOOD CONDITION.

AF7636

AF7636 STATION RECOVERY (2003)

AF7636

AF7636'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)

AF7636'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY

AF7636'APPRAISER GIS DEPARTMENT.

AF7636

AF7636 STATION RECOVERY (2005)

AF7636

AF7636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ADJ)

AF7636'RECOVERED IN GOOD CONDITION.

*** retrieval complete.

Elapsed Time = 00:00:02

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SECTION 00 31 32

Geotechnical Data Report for

Kissimmee River Florida Project C-37 Embankment Armoring

Polk and Osceola Counties, Florida

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

April 1, 2016

SECTION 00 31 32 Page 2

Geotechnical Data Report

Table of Contents

1.1 SCOPE

1.2 CHARACTER OF MATERIALS

1.2.1 Regional Geology

1.2.2 Local Geology

1.2.2.1 Canal 37 Widening

1.3 DEFINITIONS

1.3.1 Definitions of Basic Terms

1.3.2 Current Logging Terms

1.3.3 Previous Logging Terms

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

1.4.2 Summary of Index Testing Data

1.4.3 Summary of Additional Laboratory Testing Data

1.4.4 Boring Log Notes

1.4.5 Recovered Materials

1.4.6 Boring Logs

1.4.7 Field and Laboratory Testing Data

List of Tables

Table 1. Available Boring Data Table 2. Index Testing Available for this Project

List of Plates

Plate 1. Vicinity Map Plate 2. Canal 37 and Oxbow Plate 3. Canal 37

1.3.4 Testing and Procedure Methods

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SECTION 00 31 32 Page 3

Geotechnical Data Report

1.1 SCOPE

The information provided in this section encompasses the geotechnical field investigations available for this project. The investigations consist of borings with the associated boring logs and laboratory data presented in paragraphs 1.4.6 and 1.4.7, respectively. A character of materials paragraph is included to provide a comprehensive description of the materials utilizing both recent and historical knowledge of the project area. Also included in this section are definitions of terms and boring log notes, which provide additional explanation of the boring logs and drilling techniques.

Items discussed in the character of materials paragraph may not appear explicitly on the boring logs. Based on historic knowledge of the project area, the character of materials paragraph includes items that supplement the data documented by the boring logs. When reviewing the boring logs, use all of the data on the logs, including the materials description, legend, and blow counts. When evaluating the subsurface conditions, use all of the data, including the character of materials paragraph and boring logs.

During the solicitation period, any questions that pertain to the information provided in this section should be addressed to the contract specialist identified in Block 9 of SF1442. After contract award, questions should be addressed to the appointed ACO/COR, which will coordinate with Geotechnical Branch.

1.2 CHARACTER OF MATERIALS

1.2.1 Regional Geology

Canal 37 (C-37) is located in west central Osceola County and east central Polk County, both along the Kissimmee River, within the Osceola Plain Physiographic Region. Two major geologic structures influenced the landform of both Osceola and Polk counties, these are: the Ocala Uplift and the Brevard Platform. The Ocala Uplift, a positive structural element, lies north and west of the counties. It is considered a broad-based, anticlinal structure, which contains a series of elongated ridges and lowlands. The Brevard Platform is poorly understood but is considered a prominent high structure that lies east of the counties.

The sediments of Osceola and Polk Counties for the Quaternary and Upper Tertiary Systems range in age from Recent to Pleistocene to Miocene.

The Recent age sediments are localized and consist of: sand, peat, and alluvial deposits. These sediments generally contain clean well-drained fine quartz sands; however, some of the soils found in flood plains and marsh areas within the area generally exhibit dark, organic soils. The recent sediments occur at land surface to a maximum depth of 20 feet below land surface. The Pleistocene age sediments are undifferentiated deposits and consist of fine quartz sand, silt, clay, shells, and coquina sequences. The various components and thicknesses of these sediments vary throughout the region, and have an overall trend to increase in clay content with depth. The undifferentiated deposits extend from land surface and range in depths of approximately 20 to 200 feet below land surface, with an estimated depth of around 80 feet at C-37.

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The Hawthorn Group lies unconformably below undifferentiated sediments.

The Hawthorn Group sediments are considered to be of Miocene Age and consist of massive interfingered sandy limestones, sandy soft phosphatic clays which are usually gray to dark greenish-gray, and basal limestone beds that consist of light-cream to yellow to tan, very hard to soft, very sandy, clayey, and phosphatic. The Hawthorn Group ranges considerably in thickness varying from about 10 feet to 250 feet within the area and generally lies at low angles and thickens to the south and southeast. Generally the Hawthorn Group can be found at an approximate depth of 75 to 100 feet below land surface.

1.2.2 Local Geology

1.2.2.1 Canal 37

The materials encountered for C-37 is represented through borings CB- C37-K1 through CB-C37-K8, and CB-KRC37-1 through CB-KRC37-5. These borings were drilled on the bank and range in total depth from 15 to 36 feet. The initial material encountered is fill, which comes from the channel excavation. The fill material consists primarily of dense fine-grained poorly-graded quartz, silty and slightly-silty sand.

Below the fill material lies the natural ground surface. This material is comprised primarily of a dark brown to black organic silt, clay, silty quartz sand, and a clayey sand layer with occasional thin layers of peat. Often the organic material can be misclassified as peat. This organic layer attains a maximum thickness of 8 feet near Lake Hatchineha and subsequently thins out to approximately 2 feet toward Lake Kissimmee. Starting at an average elevation of 44 feet (NGVD-29) to the terminus of the borings, the materials are dominated by a fine poorly-graded quartz sand, with occasional zones of silty sand and slightly silty sand. The sands have a medium dense consistency as indicated by the blow counts, with occasional slight cementation. Throughout this thick sand sequence, discontinuous layers of cohesive clayey sand can be found in lenses up to 6 feet thick.

1.3 DEFINITIONS

Definitions not explicitly indicated in the sections below are typical industry standard definitions from their respective ASTMs.

1.3.1 Definitions of Basic Terms

Carbonate – Soil component that reacts with HCl of an indeterminate origin (shell, rock, etc.).

Fill – Material that has been placed by man, described with all soil characteristics.

Layer – Rock or soil with a thickness of 6 inches or less.

Lens – A geologic deposit of variable thickness, which disappears laterally in all directions and cannot be correlated to adjacent borings.

Rock – A naturally occurring substance composed of one or more minerals bound together. This geologic term includes a range of engineering properties: strength, hardness, permeability, weathering, and discontinuity. These properties are noted or can be inferred from the boring logs as blow counts, penetration rate, RQD, hardness, etc.

Shell – Material composed of predominantly (>75%) coarse-grained sand to gravel-sized whole or broken shell.

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SECTION 00 31 32 Page 5

1.3.2 Current Logging Terms

Definition of terms used on boring logs dated since 2000:

Banded - 0.02' (6 mm) to 0.1' (3.0 cm).

Boulder-Sized – Particles greater than 12 inches in diameter.

Cavity - Voids greater than the diameter of the core.

Coarse Grained - Grain diameter greater than 0.079" (2 mm) for sedimentary rocks or 0.197" (5 mm) for igneous or metamorphic rocks.

Coarse Grained Sand-Sized – Less than 10 percent of fine and medium grained sand sizes are present.

Coarse Gravel-Sized – Particles greater than 3/4 of an inch but less than 3 inches in diameter.

Cobble-Sized – Particles greater than 3 inches but less than 12 inches in diameter.

Decomposed – Applicable to saprolitic rock; rock is essentially reduced to a soil with a relic rock texture; can be molded or crumbled by hand.

Dipping (Dip) - 20 to 45 degrees.

Discontinue – Particles were present within the unit above but are no longer present.

Fine Grained - Grain diameter between 0.004" (0.1 mm) and 0.016" (0.4

mm) for sedimentary rocks or 0.039" (1 mm) for igneous or metamorphic rocks.

Fine Grained Sand-Sized - Less than 10 percent of medium and coarse grained sand sizes are present.

Fine Gravel-Sized – Particles greater than No. 4 sieve but less than 3/4 of an inch in diameter.

Flat (Dip) - 0 to 20 degrees.

Fossiliferous – Greater than 40 percent fossils.

Hard (Hardness) - Difficult to scratch with a knife (cannot be pitted with a geology hammer, but can be chipped with moderate blows of the hammer).

Highly Fractured - Spacing 0.3' (9.1 cm) to 1' (30.5 cm).

Highly Weathered - Entire section is discolored; alteration is greater than 50%; some areas of slightly weathered rock are present; some minerals are leached away; retains only a fraction of its original strength (wet strength usually lower than dry strength).

Intact – Spacing greater than 6' (1.8 m).

Intensely Fractured - Spacing less than 0.3' (9.1 cm).

Massive – Over 3' (0.9 m) thick.

Medium-Bedded - 0.3' (9.1 cm) to 1' (30.5 cm) thick.

Medium Grained - Grain diameters between 0.016" (0.4 mm) to 0.079" (2

mm) for sedimentary rocks or 0.039" (1 mm) to 0.197" (5 mm) for igneous or metamorphic rocks.

Medium Grained Sand-Sized - Less than 10 percent of fine and coarse grained sand sizes are present.

Moderately Fractured - Spacing 1' (30.5 cm) to 3' (0.9 m).

Moderately Hard (Hardness) - Can be scratched easily with a knife, but cannot be scratched by a fingernail (can be pitted with moderate blows of a geology hammer).

Moderately Open (Fracture Aperture) - 0.020" (0.5 mm) to 0.098" (2.5

Kissimmee River Restoration Project

SECTION 00 31 32 Page 6 mm).

Moderately Weathered - Discoloration is evident; surface is pitted and altered, with alterations penetrating well below rock surfaces; 10% to 50% of the rock is altered; strength is noticeably less than unweathered rock.

Non-fossiliferous – No observed fossils.

Open (Fracture Aperture) - 0.098" (2.5 mm) to 0.394" (10 mm).

Pitted - Voids 0.039" (1mm) to 0.236" (6mm) in diameter.

Porous - Voids less than 0.039" (1mm) in diameter.

Slightly Fractured - Spacing 3' (0.9 m) to 6' (1.8 m).

Slightly Weathered - Superficial discoloration, alteration and/or discoloration along discontinuities; less than 10% of the rock volume is altered; strength is essentially unaffected.

Soft (Hardness) - Can be scratched with a fingernail (cannot be crumbled between fingers, but can be easily pitted with light blows of a geology hammer).

Solid - Absence of voids.

Sparsely Fossiliferous – Less than 40 percent fossils.

Steeply Dipping (Dip) - 45 to 90 degrees.

Thick-Bedded – 1' (30.5 cm) to 3' (0.9 m) thick.

Thin-Bedded - 0.1' (3.0 cm) to 0.3' (9.1 cm) thick.

Thin Parting - Paper thin to 0.002' (0.6 mm).

Tight (Fracture Aperture) - 0.004" (0.1 mm) to 0.020" (0.5 mm).

Unweathered - No evidence of any mechanical or chemical alteration.

Very Fine Grained - Grain diameter less than 0.004" (0.1 mm); individual grains or crystals are too small to be seen with the naked eye.

Very Hard (Hardness) - Cannot be scratched with a knife (chips can be broken off only with heavy blows of a geology hammer).

Very Soft (Hardness) - Can be deformed by hand (has a rock-like character, but can be easily broken by hand).

Very Tight (Fracture Aperture) - less than 0.004" (0.1 mm).

Very Wide (Fracture Aperture) - 0.394" (10 mm) to 0.984" (25 mm).

Vuggy - Voids 0.236" (6mm) to the diameter of the core.

1.3.3 Previous Logging Terms

Definition of terms used on boring logs dated before 2000:

Dense – Equivalent to SPT N-value of 30 to 50.

Incompetent – Rock that disintegrates while coring; weak.

Indurated – Rock or soil hardened or consolidated by pressure or cementation. Very difficult to break by hand.

Poorly-Indurated – See semi-indurated.

Seam – Rock or soil with average thickness of 2 to 3 inches.

Semi-Indurated – Rock or soil with a lesser degree of hardening or consolidation by pressure or cementation. Crumbles with little effort by hand.

Kissimmee River Restoration Project

1.3.4 Testing and Procedure Methods

Test/Procedure Method Abrasion Resistance of Large-Size Coarse Aggregate, Los Angeles Machine

ASTM C535

Abrasion Resistance of Small-Size Coarse Aggregate, Los Angeles Machine

ASTM C131

Air Content by the Pressure Method ASTM C231 Air Content by the Volumetric Method ASTM C173 Air-Entraining Admixtures for Concrete ASTM C233 Atterberg Limits, wet preparation method, test method a multipoint

ASTM D4318

Bulk Specific Gravity of Bituminous Mixtures ASTM D2726 Capping Cylindrical Concrete Specimens ASTM C617 Carbonate Content ASTM D4373 Compaction: 4" Mold, Modified Proctor ASTM D1557 Compaction: 4" Mold, Standard Proctor ASTM D698 Compaction: 6" Mold, Modified Proctor ASTM D1557 Compaction: 6" Mold, Standard Proctor ASTM D698 Compressive Strength of Cast in Place Concrete Cylinders

ASTM C873

Compressive Strength of Cylindrical Concrete Specimens (Set of 4)

ASTM C39

Compressive Strength of Lightweight Concrete ASTM C495 Consolidation, each load of rebound increment with complete time

ASTM D2435

Density and Water Content of Soil by Nuclear Methods (Minimum 4)

ASTM D2922/

D3017

Density of Bituminous Concrete in Place by Nuclear Methods (Minimum 4)

ASTM D2950

Density of Soil in Place by the Sand-Cone Method ASTM D1556 Direct Shear ASTM D3080 Drilled Cores and Sawed Beams of Concrete ASTM C42 Extraction of Bituminous Paving Mixtures ASTM D2172 Freezing and Thawing (up to 55 cycles) ASTM D5312 Grain size sieve Analysis ASTM D422 Hydrometer Analysis ASTM D422 Making and Curing Concrete Test Specimens in the Field (Set of 6)

ASTM C31

Making and Curing Concrete Test Specimens in the Lab (Set of 4)

ASTM C192

Marshall Resistance to Plastic Flow (Set of 3) ASTM D1559 Material Passing No. 200 Sieve ASTM D1140 Modulus of Elasticity ASTM D3148 Moisture Content ASTM D2216 Munsell Color Mansell Soil

Color Charts

Organic Content, Test Method C ASTM D2974 Organic Impurities in Fine Aggregate ASTM C40 Permeability: Constant Head Permeability ASTM D2434 Permeability: Falling Head Permeability ASTM D5084

SECTION 00 31 32 Page 7

Kissimmee River Restoration Project C-37 Embankment Armoring

Kissimmee River Restoration Project

Test/Procedure Method Petrographic Examination ASTM C295 Sampling Aggregate (Minimum 4 hours) ASTM D75 Sampling Freshly Mixed Concrete ASTM C172 Sedimentation Rate No ASTM Sieve Analysis of Aggregate ASTM C136 Slump of Hydraulic-Cement Concrete ASTM C143 Soil Classification (Boring logs) ASTM D 2488 Specific Gravity and Absorption of Fine Aggregate ASTM C128 Specific Gravity for Rock ASTM C127 Specific Gravity for Soil ASTM D854

SPLITTING TENSILE STRENGTH ASTM D3967

Splitting Tensile Strength of Concrete Cylinders ASTM C496 Subsample Preparation ASTM D4220, Group B ASTM D4220, Sulfate Soundness ASTM C88 Total Evaporable Moisture Content ASTM C566 Triaxial Compression Test for Rock with Strain Gages or LVDTs (per confining pressure)

ASTM D2664

Triaxial compression: Consolidated Undrained (CU) Triaxial Compression Test R Test with Pore Pressure Measurements (per confining pressure

ASTM D4767

Triaxial compression: Unconsolidated Undrained (UU) Triaxial Compression Test Q Test with Pore Pressure Measurements (per confining pressure)

ASTM D2850

Unbonded Caps for Compressive Strength

ASTM C1231

Unconfined Compressive Strength for Rock Greater than 9,000 psi with Strain

ASTM D2938

Unconfined Compressive Strength for Rock up to 9,000 psi with Strain

ASTM D2938

Unconfined Compressive Strength for Soil

ASTM D2166

Unit Weight and Absorption

ASTM C127

Unit Weight of Aggregate

ASTM C29

Visual Percent Shell No ASTM

Wetting and Drying

ASTM D5313

SECTION 00 31 32 Page 8

Kissimmee River Restoration Project C-37 Embankment Armoring Kissimmee River Restoration Project

SECTION 00 31 32 Page 9

1.4 GEOMECHANICAL DATA

1.4.1 Summary of Field Investigations

The table below summarizes the historical field investigations data set available for this project

Table 1. Available Boring Data

State Plane, FL-East, NAD83 Designation X Y

Project Location

CB-C37-K1* 543986 1319223

CB-C37-K2* 541961 1320620

CB-C37-K3* 539901 1322010

CB-C37-K4* 537898 1323422

CB-C37-K5* 535944 1324931

CB-C37-K6* 535402 1325375

CB-C37-K7* 535121 1326483

CB-C37-K8* 534260 1328679

C-37 Canal Widening

CB-KRC37-1* 541308 1321038

CB-KRC37-1A* 542838 1320001

CB-KRC37-1B* 544391 1319128

CB-KRC37-2* 538827 1322721

CB-KRC37-3* 536813 1324241

CB-KRC37-4* 534592 1327537

CB-KRC37-5* 534235 1328870

C-37 Canal Widening

* Coordinates presented correspond to the project coordinate system and datum

1.4.2 Summary of Index Testing Data

The table below summarizes the index testing available for this project.

Table 2. Index Testing Available for this Project

Boring Designation

Sample Designation USCS LL PL Org

5 ML 46 30 8CB-KRC37-1

12 SP

4 SM 89 53 9CB-KRC37-1A

7 SC 50 19 3

4 SC CB-KRC37-1B

13 SC

5 MH 94 51 9CB-KRC37-2

12 SP-SM

9 SP-SMCB-KRC37-3

17 SC

7 SM 29 23 2CB-KRC37-4

16 SP-SM

4 MH 114 78 7CB-KRC37-5

9 SP

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SECTION 00 31 32 Page 10

1.4.3 Summary of Additional Laboratory Testing Data

Sedimentation rate curves were obtained for this data set. For testing results, see paragraph 1.4.7.

Permeability testing results were obtained for this data set. For testing results, see paragraph 1.4.7.

1.4.4 Boring Log Notes

Borings CB-C37-K1 through CB-C37-K8, CB-KRC37-1, CB-KRC37-1A, CB- KRC37-1B, CB-KRC37-2 through CB-KRC37-5 were driven using the Standard Penetration Test (SPT) procedure with a 140 pound hammer with a 30-inch drop using a 2.0 foot split spoon (1 3/8-inch I.D. and 2-inch O.D.)

until refusal was encountered. Refusal is defined as a total of 50 blows of the hammer within any 6-inch increment, a total of 100 blows within any 1-foot increment, or no observed advance of the sampler after 10 successive blows of the hammer.

1.4.5 Recovered Materials

The material recovered from borings CB-C37-K1 through CB-C37-K8, CB-KRC37-1, CB-KRC37-1A, CB-KRC37-1B, CB-KRC37-2, and CB-KRC37-3 through CB-KRC37-5 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed under 1 below:

Address: 3077 Talleyrand Avenue

Hours:

Jacksonville, Florida

7:00 am to 2:30 pm

The recovered materials will be available for inspection during normal business hours as noted above, except Federal holidays, during the entire bid period. Prospective offerors shall notify the project geologist Mr. Kevin Hayes at 904-232-1155 or the Chief, Geology and Explorations Section at 904-232-1617 at least four (4) working days before the visit. The following information will be required to schedule the visit: (1) the project title; (2) the specific borings or entire set which are to be viewed; (3) the date, time, and duration of the visit; the name of the person(s) and company to view the borings;

and (5) a point of contact and phone number regarding the visit.

Prospective offerors shall record their material examination visit in a record book maintained at the inspection site.

It is strongly suggested that prospective offerors view the samples before submitting their bid.

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SECTION 00 31 32 Page 11

Plate 1. Vicinity Map

Kissimmee River Restoration Project

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Plate 2. Canal 37 and Oxbow

Kissimmee River Restoration Project C-37 Embankment Armoring

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SECTION 00 31 32 Page 13

Plate 3. Canal 37

Kissimmee River Restoration Project C-37 Embankment Armoring

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SECTION 00 31 32 Page 14

1.4.6 Boring Logs

Applicable boring logs are presented on the following pages.

While the Government’s borings are representative of subsurface conditions at their respective locations and vertical reaches, local variations in the characteristics of the subsurface materials of this region are to be expected. Accordingly, prospective offerors shall form their own conclusions from the examination of the recovered materials prior to submission of their offer.

Kissimmee River Restoration Project

AUTO HAMMERLOCATION COORDINATES

E G

E N

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV.

54.354.3

49.1

48.3

45.0

54.3

52.8

51.3

49.8

48.3

46.8

45.3

43.8

42.3

40.8

39.3

SPT Sampler

0.0

5.2

6.0

9.3

0.0 SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, no reaction with HCl, dry, tan (SP-SM)

At El. 49.8 Ft., wet

SILT, inorganic-L, nonplastic, firm, trace organic matter, no reaction with HCl, moist, dark brown

(ML)

CLAY, fat, high plasticity, firm, trace organic matter, no reaction with HCl, wet, dark brown (CH)

At El. 46.8 Ft., little sand

SAND, silty, mostly fine-grained sand-sized quartz, some silt, dark brown (SM)

At El. 42.8 Ft., mostly fine to medium-grained sand-sized quartz, little silt, tan-brown

At El. 40.8 Ft., mostly fine-grained sand-sized quartz

SHEETS

VERTICAL

DEG. FROM

VERTICAL

SHEETDIVISION

1. PROJECT

UNDISTURBED (UD)

BEARING

4. NAME OF DRILLER

CB-KRC37-1

2. BORING DESIGNATION

INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

18. SIGNATURE AND TITLE OF INSPECTOR

13. TOTAL NUMBER CORE BOXES

HORIZONTAL

6. THICKNESS OF OVERBURDEN

CB-KRC37-1

INCLINED

16. ELEVATION TOP OF BORING

5. DIRECTION OF BORING

3. DRILLING AGENCY

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

8. TOTAL DEPTH OF BORING

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

DISTURBED

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL

REMARKS

B O

X O

R S

A M

Jackie Emilio, Geologist

N/A

30.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

80 %

X = 385,072 Y = 1,320,874

Kissimmee River FL Canal C-37 Widening

Corps of Engineers

NAD27 NGVD29

Failing 1500

49.8 Ft.

South Atlantic

L.C. Gregory

11-30-01 12-03-01

54.3 Ft.

(Continued)

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project

1924.324.3

37.8

36.3

34.8

33.3

31.8

30.3

28.8

27.3

25.8

SPT Sampler

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

30.0

At El. 30.3 Ft., mostly fine to medium-grained sand-sized quartz

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

5 6.0/7.5 ML

12 16.5/18.0 SP*

*Lab visual classification based on gradation curve. No Atterberg limits.

L E

G E

N D

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV. REMARKS

B O

X O

R S

A M

OF SHEETS

State Plane, FLE (U.S. Ft.)

LOCATION COORDINATES

HORIZONTAL

INSTALLATION

Boring Designation

Kissimmee River FL

COORDINATE SYSTEM/DATUMPROJECT

SHEET

X = 385,072 Y = 1,320,874

CB-KRC37-1

Jacksonville District

VERTICAL

ELEVATION TOP OF BORING

54.3 Ft.

DRILLING LOG (Cont. Sheet)

NAD27 NGVD29

JUN 02

SAJ FORM 1836-A

Kissimmee River Restoration Project

SPT Sampler

WOH

2240.0

55.055.0

52.0

47.5

46.0

42.5

40.0

55.0

53.5

52.0

50.5

49.0

47.5

46.0

44.5

43.0

41.5

SPT Sampler

0.0

3.0

7.5

9.0

12.5

0.0 SAND, silty, mostly fine-grained sand-sized quartz, little silt, no reaction with HCl, dry (SM)

CLAY, lean, low plasticity, firm, some sand, no reaction with HCl, moist, brown (CL)

At El. 50.0 Ft., little sand

From El. 49.0 to 48.0 Ft., little silt, trace sand

SAND, silty, mostly fine to medium-grained sand-sized quartz, little silt, no reaction with HCl, wet, tan (SM)

CLAY, fat, high plasticity, firm, trace silt, trace sand, trace organic matter, no reaction with HCl, wet, dark brown (CH)

SAND, poorly-graded, mostly fine-grained sand-sized quartz, trace silt, no reaction with HCl, wet, tan (SP)

WOH

SHEETS

VERTICAL

DEG. FROM

VERTICAL

SHEETDIVISION

1. PROJECT

UNDISTURBED (UD)

BEARING

4. NAME OF DRILLER

15.0

CB-KRC37-1A

2. BORING DESIGNATION

INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

18. SIGNATURE AND TITLE OF INSPECTOR

13. TOTAL NUMBER CORE BOXES

HORIZONTAL

6. THICKNESS OF OVERBURDEN

CB-KRC37-1A

INCLINED

16. ELEVATION TOP OF BORING

5. DIRECTION OF BORING

3. DRILLING AGENCY

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

8. TOTAL DEPTH OF BORING

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

DISTURBED

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL AUTO HAMMERLOCATION COORDINATES

E G

E N

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV. REMARKS

B O

X O

R S

A M

Jackie Emilio, Geologist

N/A

15.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

71 %

X = 386,602 Y = 1,319,837

Kissimmee River FL Canal C-37 Widening

Corps of Engineers

NAD27 NGVD29

Failing 1500

52.0 Ft.

South Atlantic

L.C. Gregory

12-06-01 12-06-01

55.0 Ft.

(Continued)

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

4 4.5/6.0 SM

7 9.0/10.5 SC

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

Abbreviations:

WOH = Weight of Hammer.

L E

G E

N D

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV. REMARKS

B O

X O

R S

A M

OF SHEETS

State Plane, FLE (U.S. Ft.)

LOCATION COORDINATES

HORIZONTAL

INSTALLATION

Boring Designation

Kissimmee River FL

COORDINATE SYSTEM/DATUMPROJECT

SHEET

X = 386,602 Y = 1,319,837

CB-KRC37-1A

Jacksonville District

VERTICAL

ELEVATION TOP OF BORING

55.0 Ft.

DRILLING LOG (Cont. Sheet)

NAD27 NGVD29

JUN 02

SAJ FORM 1836-A

Kissimmee River Restoration Project

54.954.9

50.7

48.8

54.9

53.4

51.9

50.4

48.9

47.4

45.9

44.4

42.9

41.4

39.9

SPT Sampler

0.0

4.2

6.1

0.0 SAND, silty, mostly fine-grained sand-sized quartz, little silt, no reaction with HCl, dry, tan (SM)

CLAY, lean, low plasticity, firm, some sand, moist, dark brown (CL)

SAND, silty, mostly fine-grained sand-sized quartz, little silt, no reaction with HCl, moist, tan (SM)

SHEETS

VERTICAL

DEG. FROM

VERTICAL

SHEETDIVISION

1. PROJECT

UNDISTURBED (UD)

BEARING

4. NAME OF DRILLER

CB-KRC37-1B

2. BORING DESIGNATION

INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

18. SIGNATURE AND TITLE OF INSPECTOR

13. TOTAL NUMBER CORE BOXES

HORIZONTAL

6. THICKNESS OF OVERBURDEN

CB-KRC37-1B

INCLINED

16. ELEVATION TOP OF BORING

5. DIRECTION OF BORING

3. DRILLING AGENCY

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

8. TOTAL DEPTH OF BORING

Boring Designation

17. TOTAL RECOVERY FOR BORING

10. COORDINATE SYSTEM/DATUM

COMPLETED

15. DATE BORING

MANUAL HAMMER

DRILLING LOG

DISTURBED

14. ELEVATION GROUND WATER

STARTED

11. MANUFACTURER'S DESIGNATION OF DRILL AUTO HAMMERLOCATION COORDINATES

E G

E N

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV. REMARKS

B O

X O

R S

A M

Jackie Emilio, Geologist

N/A

30.0 Ft.

Jacksonville District See Remarks

State Plane, FLE (U.S. Ft.)

67 %

X = 388,155 Y = 1,318,964

Kissimmee River FL Canal C-37 Widening

Corps of Engineers

NAD27 NGVD29

Failing 1500

50.9 Ft.

South Atlantic

L.C. Gregory

12-05-01 12-05-01

54.9 Ft.

(Continued)

JUN 02

SAJ FORM 1836

Kissimmee River Restoration Project

24.9

32.4

30.5

24.9

38.4

36.9

35.4

33.9

32.4

30.9

29.4

27.9

26.4

17b

SPT Sampler

17a

140# hammer w/30" drop used with 2.0' split spoon (1-3/8" I.D. x 2" O.D.).

30.0

22.5

24.4

CLAY, fat, high plasticity, firm, little sand, no reaction with HCl, wet, brown (CH)

At El. 30.9 Ft., some sand SAND, silty, mostly fine-grained sand-sized quartz, little silt, no reaction with HCl, wet, tan (SM)

NOTES:

1. Soils are field visually classified in accordance with the Unified Soils Classification System.

2. Laboratory Testing Results

SAMPLE SAMPLE LABORATORY

ID DEPTH CLASSIFICATION

4 4.5/6.0 SC*

13 18.0/19.5 SC*

*Lab visual classification based on gradation curve. No Atterberg limits.

L E

G E

N D

CLASSIFICATION OF MATERIALS %

REC.DEPTH

RQD

W S

N -V

ELEV. REMARKS

B O

X O

R S

A M

OF SHEETS

State Plane, FLE (U.S. Ft.)

LOCATION COORDINATES

HORIZONTAL

INSTALLATION

Boring Designation

Kissimmee River FL

COORDINATE SYSTEM/DATUMPROJECT

SHEET

X = 388,155 Y = 1,318,964

CB-KRC37-1B

Jacksonville District

VERTICAL

ELEVATION TOP OF BORING

54.9 Ft.

DRILLING LOG (Cont. Sheet)

NAD27 NGVD29

JUN 02

SAJ FORM 1836-A

Kissimmee River Restoration Project

56.256.2

51.2

47.7

56.2

54.7

53.2

51.7

50.2

48.7

47.2

45.7

44.2

42.7

41.2

SPT Sampler

0.0

5.0

8.5

0.0 SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, trace organic matter, no reaction with HCl, dry, tan-brown (SP-SM)

At El. 52.2 Ft., wet

CLAY, lean, medium plasticity, firm, trace silt, no reaction with HCl, moist, dark brown (CL)

SAND, poorly-graded with silt, mostly fine-grained sand-sized quartz, few silt, no reaction with HCl, wet, dark brown (SP-SM)

At El. 45.7 Ft., little silt, brown-tan

SHEETS

VERTICAL

DEG. FROM

VERTICAL

SHEETDIVISION

1. PROJECT

UNDISTURBED (UD)

BEARING

4. NAME OF DRILLER

CB-KRC37-2

2. BORING DESIGNATION

INSTALLATION

VERTICAL

CONTRACTOR FILE NO.

18. SIGNATURE AND TITLE OF INSPECTOR

13. TOTAL NUMBER CORE BOXES

HORIZONTAL

6. THICKNESS OF OVERBURDEN

CB-KRC37-2

INCLINED

16. ELEVATION TOP OF BORING

5. DIRECTION OF BORING

3. DRILLING AGENCY

7. DEPTH DRILLED INTO ROCK

12. TOTAL SAMPLES

9. SIZE AND TYPE OF BIT

8. TOTAL DEPTH OF BORING

Boring…

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File details come from the government source that posted it. Updated Nov 14, 2017.