W912DS-16-B-0014_Specs__1_Aug_2016.pdf

IFB No. W912DS-16-B-0014

US Army Corps of Engineers New York District

Hurricane and Storm Damage Reduction Project, Raritan Bay and Sandy Hook Bay, Phase II, Contract 2, Middletown Township

Port Monmouth, New Jersey

Construction Solicitation and Specifications

AUGUST 2016

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-16-B-0014

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-16-B-0014

Hurricane and Storm Damage Reduction Project Phase II-Contract 2 Floodwall and Road Closure Gate Port Monmouth, New Jersey

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00600) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

CHECKLIST - 2

FIGURES LEGIBLE?

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00100

OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Hurricane and Storm Damage Reduction Project Raritan Bay Sandy Hook Bay

Phase II, Contract 2, Middletown Township Port Monmouth, New Jersey

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-16-B-0014

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL

OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 16 of this

IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00 45 00

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

6. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT

FUNDED BY THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT –

CONSTRUCTION MATERIALS (MAY 1993) IN ACCORDANCE WITH FAR

52.225-5 APPLIES.

7. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all

COVER SHEET

related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II W912DS-16-B-0014 Contract 2, Middletown Township, Port Monmouth, NJ

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 LINE ITEMS AND PRICING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 90 00 WAGE RATES

00 90 01 JCP&L REQUIREMENTS

00 90 02 PERMITS

00 90 03 BORING DATA

00 90 04 SEDIMENT SAMPLING RESULTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 DESIGN AND RECORD DRAWING REQUIREMENTS

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 45 04 CONTRACTOR QUALITY CONTROL

01 53 00 EMERGENCY PROTECTION MEASURES

01 54 00 MOBILIZATION AND DEMOBILIZATION

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 50 DRILLING PROGRAM PLAN

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 88 00 PUMP STATION COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION MONITORING

02 27 50 FLOATING TURBIDITY AND SAFETY BARRIER

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CONCRETE FORMWORK

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 00 CAST-IN-PLACE STRUCTURAL CONCRETE

03 39 00 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 40 00 COLD-FORMED METAL FRAMING

05 50 14 STRUCTURAL METAL FABRICATIONS

PROJECT TABLE OF CONTENTS Page 1

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BATT INSULATION

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

09 97 13 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00 EXTERIOR SIGNAGE

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 82 15 AUTOMATIC TRASH RAKE/RACK SYSTEMS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 01 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 22 - PLUMBING

22 11 23 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

22 14 29 SUMP PUMPS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 82 46 ELECTRIC UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

25 14 01 PUMP STATION INSTRUMENTATION AND CONTROL PANELS

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 28 00 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 01 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

PROJECT TABLE OF CONTENTS Page 2

26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 32 15 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 35 33 POWER FACTOR CORRECTION EQUIPMENT

26 36 00 AUTOMATIC TRANSFER SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 53 00 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

26 56 13 LIGHTING POLES AND STANDARDS

26 60 13 LOW-VOLTAGE MOTORS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 16 00 BASIC INTRUSION DETECTION SYSTEMS (IDS)

28 23 23 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 23 23 CONTROLLED LOW STRENGTH MATERIAL (CLSM, FLOWABLE FILL)

31 41 16 METAL SHEET PILING

31 62 16 STEEL PIPE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 BASE COURSE

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

32 93 00 WETLAND VEGETATION PLANTING

DIVISION 33 - UTILITIES

33 11 13 FUEL STORAGE AND SUPPLY SYSTEM

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 42 VERTICAL GATE LIFT SYSTEMS

35 20 14 STOPLOGS

35 20 16 PUMP STATION SLUICE GATES AND ACCESSORIES, AND FLAP VALVES

35 20 17 VERTICAL LIFT GATES

35 31 19 STONE PROTECTION FOR STRUCTURES

35 41 00 LEVEE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

Description/Comments:

Survey/Computation Method:

Designation:

State:

District:

Nearest Town:

USGS Quad:

T.R.S.:

Nearest Hwy/Mi:

NGS:PID COE:

Date Observed:

Date Recovered:

By:

Condition/Stability:

Owner:

Obstructions: N SE W

Datum: ( ) Lat:

Lon:

)(Datum:

Elevation Ht:

Ellip Ht:

Project:

NSRS Accuracy:

Local Accuracy:

- Horizontal - - Vertical -

Survey/Computation Method:

Date Observed:

Local Accuracy:

NSRS Accuracy:

County:

Stamping:

Setting/Monument Type:

N2: E2:

Zn1:

Required Fields In Red

- Tidal/Hydraulic Gage Relationships -

- Datum - - Elevation -

Yes NoGPS Suitable:

Gage ID: Epoch:

Magnetic: Yes No

System Fields in Green

Owner:

Access:

Type:USACE Survey Monument Archival & Retrieval Tool Datasheet

U-SMART ver 5.1.4

JAN 2015

- Horizon/Setup View - - Close-Up View-

Zn2:

N1: E1: UTM Zn1:

UTM Zn2:

N1: E1:

E2:N2:

3.5" brass disk set in concrete 1st Tide valve south of Port Monmouth Rd bridge over Pews creek

GD 10101

New Jersey

New York

North Middletown

Sandy Hook

Port Monmouth Road

ACT966

06/18/2014

06/18/2014

P C

Good B

USACE

NAD83

40 26 20.20238 74 06 17.59163

2011.00NAVD88

13.44

-92.97 Ft

Geodetic Levels

5-cm

Static GPS Network 05/30/2014 Geoid12A

5-cm

2-cm

2-cm

Keansburgh

CORPS of Engineers U.S. Army

Disk in Conc

99,214.02 955,053.09

N W

Read-Only

Submit

585,052.85 602,098.26 18 14,687,839.23 1,889,483.20

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1 k3endjln Rectangle k3endjln Rectangle

Description/Comments:

Survey/Computation Method:

Designation:

State:

District:

Nearest Town:

USGS Quad:

T.R.S.:

Nearest Hwy/Mi:

NGS:PID COE:

Date Observed:

Date Recovered:

By:

Condition/Stability:

Owner:

Obstructions: N SE W

Datum: ( ) Lat:

Lon:

)(Datum:

Elevation Ht:

Ellip Ht:

Project:

NSRS Accuracy:

Local Accuracy:

- Horizontal - - Vertical -

Survey/Computation Method:

Date Observed:

Local Accuracy:

NSRS Accuracy:

County:

Stamping:

Setting/Monument Type:

N2: E2:

Zn1:

Required Fields In Red

- Tidal/Hydraulic Gage Relationships -

- Datum - - Elevation -

Yes NoGPS Suitable:

Gage ID: Epoch:

Magnetic: Yes No

System Fields in Green

Owner:

Access:

Type:USACE Survey Monument Archival & Retrieval Tool Datasheet

U-SMART ver 5.1.4

JAN 2015

- Horizon/Setup View - - Close-Up View-

Zn2:

N1: E1: UTM Zn1:

UTM Zn2:

N1: E1:

E2:N2:

3.5" Brass Disk set in concrete sidewalk on the North East side of bridge over Pews Creek on Port Monmouth Road. Appx.

44" from North edge of bridge and 1.2' behind the face of curb.

GD_10102

New Jersey

New York

North Middletown

Sandy Hook

Port Monmouth Road

ACV581

07/3/2014

P C

Good B

USACE

NAD83 2011.00

40 26 24.83562 74 06 14.56412

NAVD88

17.29

-89.08 Ft

Static GPS Network

5-cm

Static GPS Network 05/30/2014 Geoid12A

5-cm

2-cm

2-cm

Monmouth

10102

Disk

99,682.63 955,287.75

N W

Read-Only

Submit

585,522.72 602,330.23 18 14,688,310.29 1,889,712.43

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 2 k3endjln Rectangle k3endjln Rectangle

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

2"

00 73 00 - 29

Color various 4' x 6' Height Bkg/LgdCode

Legend

2"

(Dimensions are in inches)

48"

Post Specification

4' x 4' HDO-3 Size Size

Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five corporate or firm name, city, state.

Use of Legend Group 5 is optional.

contractors including: type

21" 1"

Typeface: 1.5" Helvetica Regular Maximum line length: 42" identification of project or facility

Type department (military).

Sign

7.75"

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

CID-01

Mounting

21"

WH-RD/BK

3"

3" 42" 3"

4.5"

6"

6"

4.5"

Project

1.875"

1.875"

1.875"

1.875"

Hurricane and Storm Damage Reduction

9.5"

2.25"

Phase II-Contract 2

Maximum line length: 42"

Legend Group 4: One-to two-line under this contract.

Color: Black

US Army Corps

New York District

Panel

10.5" of Engineers 2.5"

Typeface: 1.25" Helvetica Regular Maximum line length: 21"

Color: Black

Cross-align the first of Legend

(civil works) or name of sponsoring line identification of prime

Color: Black

(architect, general contractor, etc.), Group 4 with the first line of the

Typeface: 3" Helvetica Bold

Castle)

Color: White

District Name (optional). Place below 10.5" Reverse Signature (6"

Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 2: Division or describes the work being done

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Constructiondescription of Corps relationship

3" 21" to project

Legend Group 1: One- to two-line three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 3: One- to

W912DS-16-B-0014

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D. *

* Refer to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

Hurricane and Storm Damage Reduction

Port Monmouth, New Jersey

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3" 3"8"

4.5"

3"

4"

3"

Project

Phase II-Contract 2

10.5"

3" 31"

Dimensions inches.

3" 2" 17"

6"

3.875"

4"x4" 4"x4"

2.5" 2.5"

See attached sheet for fabrication and mounting guidelines.

Panel

3"

00 73 00 - 30

Size

.875"

3.125"

.975"

2.5"

FUNDED BY:

PROHIBITED ACTIVITIES

DISTRICT ENGINEER: COL DAVID CALDWELL

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL STATE AND LOCAL REQUIREMENTS CONCERNING

00 73 00 - 31

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

Hurricane and Storm Damage Reduction Project Phase II-Contract 2, CONTRACTOR:

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

** Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EP-310-1-6.

2.

sign panel. Position holes as 1.

shown. Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to

00 73 00 -32

1.

2.

5. 5.

1.

2.

The graphic format for the Warning Sign and Caution Sign shall meet the sign requirements of the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6a. The Warning sign background color is yellow retroreflective sheeting with black legend, overbar, and rule. The Caution sign background color is yellow retroreflective sheeting with black retroreflective legend, overbar, and rule.

See contract drawings for mounting location and mounting requirements.

Signs shall be fabricated a minimum of 0.080 inch thick aluminum.

1.5"

CAUTION

Underline is .375" thick

Legend Group 2:Three-line stating "When Horn Sounds or Flashing

Typeface: 3" Helvetica Bold Maximum Line Length 40"

3.0"

Typeface: 3" Helvetica Bold

Legend Group 2:Two-line stating "Automatic Gate Ahead" Color: Black

Bkg/Lgd Warning 2.4' x 4.54' LY/BK

Legend Size (A)

Color Type Size

Sign Panel

3..5"

Specification Code

2.0"

40"

6.75"

1.5"

3"

` 3.0"

3.0"

00 73 00 - 33

10"

WARNING

When Horn Sounds Or Lights Are Flashing Do Not Pass This Sign

Typeface: 3" Helvetica Bold

Caution 3" 2.0' x 3.19' WTW-3/5

3" WTW-2/3/5

Post Size

LY/BK

(2) 8" Dia.

8" Dia.

3.0" 1.5"

Maximum Line Length 40"

Automatic Gate

Maximum Line Length 40"

Underline is .375" thick 2.0"

1.5"

Legend Group 1: Title "Caution" Color: Black

27" 4.5"

Lights Don't Pass This Sign" Color: White 1.5"

4.5"

Color: White 3"

Typeface: 3" Helvetica Bold Maximum Line Length 40"

Warning Sign & Caution Sign

Legend Group 1: Title "Warning"

Ahead

4.5"

4.5"

The graphic format for this Dange Sign follows the legend guidelines and layout as specified below. Signs shall be fabricated a minimum of 0.080 inch thick aluminum.

Legend Group 1: "Danger" Color: White Typeface: 3" Arial Bold Maximum Line Length: 36"

2"

Legend Group 2: Three-line Stating 3" 1.5"

Legend Group 2: Three-line Stating 3"

"DO NOT ENTER WHEN GATE IS 1.5"

MOVING" 3"

Color: Black 3"

Tupeface: 3" Impact Maximum Line Length 36" 4" 36"

00 73 00 - 34

Danger Sign

4.5"

4"

SECTION 00 90 01 JCP&L REQUIREMENTS

SECTION 00 90 01 Page 1

SECTION 00 90 01 Page 2

SECTION 00 90 01 Page 3

SECTION 00 90 01 Page 4

SECTION 00 90 01 Page 5

SECTION 00 90 01 Page 6

SECTION 00 90 01 Page 7

SECTION 00 90 01 Page 8

SECTION 00 90 01 Page 9

SECTION 00 90 01 Page 10

SECTION 00 90 01 Page 11

SECTION 00 90 01 Page 12

SECTION 00 90 01 Page 13

SECTION 00 90 01 Page 14

SECTION 00 90 01 Page 15

SECTION 00 90 01 Page 16

SECTION 00 90 01 Page 17

SECTION 00 90 01 Page 18

SECTION 00 90 01 Page 19

SECTION 00 90 01 Page 20

SECTION 00 90 01 Page 21

SECTION 00 90 01 Page 22

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SECTION 00 90 01 Page 27

SECTION 00 90 03

Boring Data for

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II Contract 2, Middletown Township, Port Monmouth, NJ

Prepared by

Geotechnical Branch

Engineering Division

Jacksonville District Corps of Engineers

11 March 2016

SECTION 00 31 32

Geotechnical Data Report

Table of Contents

1.1 SCOPE

1.2 CHARACTER OF MATERIALS

Regional and Local Geology Materials Encountered

1.3 DEFINITIONS

Definitions of Basic Terms Current Logging Terms Previous Logging Terms Testing and Procedure Methods

1.4 GEOMECHANICAL DATA

Summary of Field Investigations Summary of Index Testing Data Summary of Additional Laboratory Testing Data Boring Log Notes Recovered Materials Boring Logs Laboratory Testing Data

List of Tables

Table 1. Available Boring Data Table 2. Dilatometer boring location Table 3. Index Testing Available for this Project

List of Plates

Plate 1. Vicinity Map Plate 2. Location of Field Investigations

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 2

SECTION 00 31 32

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. The associated boring logs and laboratory testing data are 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

Regional and Local Geology

The project site is located on the New Jersey Atlantic coast, within the coastal plain geologic unit. The geology of the coastal plain is formed by thousands of feet of unconsolidated deposits such as clay, sand, and gravel of Cretaceous, Tertiary, and Quaternary age. The sediment layers are sloping slightly to the south east.

The most recent Quaternary deposits are alluvial and swamp deposits.

Along the coast, beach and marine estuarine, and salt marsh deposits are present, which are composed of unconsolidated sand, silt and clay. These recent deposits are approximately 10 to 100 feet feet thick and are underlain by Pleistocene glaciofluvial lower stream terrace-deposits.

Materials Encountered

Five borings (PM14-03, PM14-04, PM14-04A, PM14-05A, and PM14-06) are located in the project area. The borings show an approximately 10 to 15 foot thick top layer composed of very soft to soft organic silt, clay, peat, and sand followed by medium dense poorly graded sand, silty sand and clayey sand to approximately 50 feet below ground surface (bgs).

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 3

The sand deposits are underlain by stiff to very stiff, medium plastic clay and hard clay, or silt to the final depth of the borings (60 to 100 feet bgs).

Two borings (PM14-01 and PM14-02) are located on the existing Keansburg Levee. The purpose of those boring was to obtain information about the composition of the levee materials. Both borings were drilled to a depth of 16 feet bgs. The material encountered consists of fill composed of sand and silty sand.

1.3 DEFINITIONS

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

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.

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.

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 4

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 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).

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 5

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.

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.

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

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 6

Test/Procedure Method 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 Munsell 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 Petrographic Examination ASTM C295

Pocket Penetrometer (Field Test) No ASTM

*1 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

Torvane, TOR (Field Test) No ASTM

*2 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

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 7

Test/Procedure Method 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

1. TORVANE (TOR)

TOR and Torvane numbers in the boring logs are measurements taken with a pocket shear vane (Torvane). The Torvane is used for fully saturated cohesive soils with undrained strength independent of normal pressure.

The stress range permits it to be used for clays varying in consistency from very soft to stiff. Test surface should be reasonably flat and at least two inches in diameter. TORVANE is pressed into soil to depth of blades maintaining a constant vertical pressure while turning the knob at a rate of rotation such that failure develops in five to ten seconds.

After failure develops the Torvane is released slowly and the index mark on the knob will indicate the maximum shear value. The unit is tons per square feet (TSF).

Currently there is no standard on how to use a TORVANE or the evaluation of the data available.

2. POCKET PENETROMETER (PP)

PP numbers in the boring logs are readings from a pocket penetrometer.

This test method is used to evaluate consistency and approximate unconfined compressive strength of soils by inserting the shaft of the pocket penetrometer ¼ inch into the soil mass with a smooth constant force and then take the reading from the top of the indicator ring. The reading shows the approximate unconfined compressive strength in tons per square feet (TSF).

Currently there is no standard on how to use a pocket penetrometer or evaluation of the data available. However, an ASTM standard (WK27337) is proposed and is currently under review.

Dilatometer Test (DMT):

A dilatometer test (DMT) was performed in accordance with ASTM D6635 test procedures. The test was performed using a 20-ton CPT rig. The test consists of forcing the dilatometer blade into the soil, with the membrane facing the horizontal direction, to the desired test penetration, measuring the thrust to accomplish this penetration and then using gas pressure to expand a circular steel membrane located on one side of the blade. The operator measures and records the pressure required to produce expansion of the membrane into the soil at two preset deflections or strain levels. The operator then deflates the membrane and advances the blade the desired penetration increment and repeats the test. Each test sequence typically takes about 2 minutes. A dilatometer sounding consists of the results from all the tests at one location presented as a variation with depth.

The penetration increment typically used in a dilatometer test (DMT) sounding varies from 0.15 to 0.30 m (0.5 to 1.0 ft.). Most soundings

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 8 are performed vertically and this Test Method requires that the membrane face the horizontal direction. Membrane calibration is performed before and after each DMT sounding. The DMT test results contained in this GDR are presented graphically as “measured” parameters and “interpreted” parameters based on published correlations.

1.4 GEOMECHANICAL DATA

Summary of Field Investigations

The tables below summarize the field investigations data set available for this project.

Table 1. Available Boring Data

Designation State Plane New Jersey (NAD 83)

Project Location X Y

PM14-01 602118 585528 Existing Keansburg Levee PM14-02 602119 585265

PM14-03 602174 585204 Proposed Levee PM14-04 602284 585185

PM14-4A 602305 585338

Lift Gate and

Proposed Flood Wall PM14-5A 602405 585286

PM14-06 602483 585307

All coordinates presented correspond to the project coordinate system and datum

Table 2. Dilatometer Boring Location

Designation State Plane New Jersey (NAD 83)

Project Location X Y

DMT-5A 602405 585286 Lift Gate and Proposed Flood Wall

All coordinates presented correspond to the project coordinate system and datum

Summary of Index Testing Data

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

Table 3. Index Testing Available for this Project

Boring Designation

Sample Designation

USCS Nat wc%

LL PL PI Org

PM14-01

Jar-2 SP-SM 9.1 Jar-5 SP 4.1 Jar-8 SM 31.1

PM14-02

Jar-10 SP-SM 29.2 Jar-7 SP 5.5

PM14-03

Jar-5 MH 206 164 90 74 30.9 Jar-9 SP-SM 23.9 NP NP NP 0.8 Jar-13 SC 24.7 24 14 10 Jar-16 SC 21.3 27 15 12 Jar-20 CL 25.6 42 22 20

PM14-04

Jar-2 CH 94 80 31 49 7.4 Jar-3 SC 91.9 90 38 52 9.2

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 9

Boring Designation

Sample Designation USCS

Nat wc% LL PL PI

Org

PM14-04

Jar-11 SP 19.5 NP NP NP Jar-17 SP-SM 27.5 Jar-23 SW-SM 14.3 Jar-31 SC 23.7 34 19 15 Jar-38 ML 29 48 28 20

PM14-04A

Jar-2 ML 77.1 5.2 Jar-9 SM 25.2 1.4 Jar17 CL 21.1 36 17 19

PM14-05A

Jar-3 CH 153.1 103 38 65 12.5 Jar-8 SC 76.5 86 32 54 8.3 Jar-11 SM 22 15.7 Jar-18 CL 28.7 45 25 20

PM14-06

Jar-4&5 SC 65.9 49 23 26 3.8 Jar-11 SC 52.5 63 27 36 6.1 Jar-15 SM 23 Jar-21 CL 27.1 44 25 19

Summary of Additional Laboratory Testing Data

Consolidation Testing (Boring PM14-04), unconfined compression strength (Boring PM14-04), and flat dilatometer testing (DMT-5A near Boring PM14- 05A) were obtained for this data set. For testing results, see paragraph 1.4.7.

Boring Log Notes

Borings PM14-01, PM14-02, PM14-03, PM14-04, PM14-04A, PM14-05A, PM14-06 were driven following the Standard Penetration Test (SPT) procedure per ASTM D 1586, Standard Test Method for Penetration Test and Split-Barrel Sampling of Soils, using a 1-3/8-inch ID x 2-foot 8-inch long split spoon sampler. Sample spoons were advanced by a 140-pound hammer dropped 30 inches utilizing an automatic hammer. The number of blows required to advance the sample spoon in intervals of 6 inches (for a total 18 inch length sample) were recorded on the logs with the sum of the latter two blow counts (final 12 inches of penetration) referred to as the “Nfield” value. The SPT provides soil samples to evaluate the distribution of soil types and in-situ moisture contents throughout the project area and blow count data which indicates the relative density and consistency of the granular and cohesive soils respectively.

Borings were advanced by means of the Standard Penetration Test (SPT) method at 2.5-foot intervals and power augured between samples utilizing 2 ¼ inch ID hollow stem augers. Water level readings were taken in the boreholes when encountered, upon completion and at 24 hours following completion of the drill hole.

As illustrated on the Subsurface boring logs, two different drill rigs were utilized for standard penetration testing. These rigs consisted of CME-55 and CME-850 truck mounted rigs. Both rigs were equipped with automatic hammers. These hammers been calibrated in accordance ASTM D4633-10, Standard Test Method for Energy Measurement for Dynamic Penetrometers, to determine the Energy Transfer Ratio (ETR) which is the

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 10 ratio of the measured energy transferred to the drill rods to the theoretical potential energy. Based upon the ETR, a corresponding energy ratio correction factor (CE) is computed which can be multiplied to the measured blow counts (Nfield) to obtain the “N60” value (N-value corrected to 60% of the maximum theoretical energy delivered by 140 pounds falling 30 inches). Energy Transfer Ratios and corresponding Energy Correction Factors for the two hammers are summarized below

SPT Energy Measurement Summary

RIG-HAMMER AVERAGE ETR (%) CE

CME-55 81.4 1.35

CME-850 88.9 1.45

Recovered Materials

The material recovered from borings PM14-01, PM14-02, PM14-03, PM14-04, PM14-04A, PM14-05A, and PM14-06 is available for inspection by prospective offerors at the Corps of Engineers District warehouse listed below:

Materials & Investigation Unit 2603 Leahy Street Baltimore, MD 21230

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 contact the Materials & Investigation Unit office at 410-962-4045 or 410-336-2565 at least five

(5) 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.

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 11

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 12

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 13

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.

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 14

5-4-5-9

3-4-12-30

13-17-27-23

8-12-16-16

6-8-8-7

1-2-2-1

WOH-1-0-0

WOH-

WOH-

WOH-WOH

1.7

1.6

2.0

1.5

1.4

1.5

1.8

1.2

85%

80%

100%

75%

70%

75%

90%

60%

13.3

12.0

10.0

8.6 8.2

6.1

2.4

1.3

-2.7

0.0

1.3

3.3

4.7 5.1

7.2

10.9

12.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft)

Blows/

0.5 ft RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-01

INSTALLATION SHEET

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Jase Ousley

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Albert McNamara

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ Hurricane and Storm Damage Reduction

N/A

COMPLETED

6/27/14 0000 11.7ft

10. SIZE AND TYPE OF BIT

6/27/14 0000

STARTED

CME-55

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

11.7 ft

Baltimore District Corps of Engineers

13.3 ft

N 602,188.7 E 585,528.3

16.0 ft

9.9ft

12.8ft

N A

B

L E

T T

E R

P O

R T

M O

N M

O U

T H

_F

LO

O D

W A

LL

-U

P D

A T

E D

_D E

C

.G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

2/

0/

NAB FORM

NOV 06

PROJECT HOLE NO.1836 AD

___ HRS

CO

Port Monmouth, NJ Hurricane and Storm Damage Reduction

ATD

PM14-01

J-1

J-2

J-3

J-4

J-5

J-6

J-7

J-8

FILL, dark brown, dry, fine to medium sand, little silt, little clay, some angular fine gravel.

Light brown, trace angular coarse sand-sized shell, disconinue fine gravel.

Dark gray, some silt, some clay.

Dark brown.

Very pale brown, trace silt, discontinue clay.

Iron staining in bands.

Wet, trace clay seams.

Dark gray, little clay.

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8 split spoon driven automatically by a 140 lb. hammer dropped 30.

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister Method to quantify the major and minor components.

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

HSDRP, Raritan Bay and Sandy Hook Bay, Phase II

Section 00 90 03 Page 15

4-3-2-3

5-6-7-7

7-20-25-27

13-14-17-20

6-9-9-9

4-8-4-4

1-2-2-1

1-1-1-1

1.7

1.7

1.9

1.6

1.5

1.7

1.6

1.4

85%

85%

95%

80%

75%

85%

80%

70%

13.5 13.0

12.1

11.3

9.3 8.9 8.7

4.6

2.9

2.2 2.0

0.3

-1.8

-2.5

0.0 0.5

1.4

2.2

4.2 4.6 4.8

8.9

10.6

11.3 11.5

13.2

15.3

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft)

Blows/

0.5 ft RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-02

INSTALLATION SHEET

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Jase Ousley

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Albert McNamara

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ Hurricane and Storm Damage Reduction

N/A

COMPLETED

6/26/14 0000 13.1ft

10. SIZE AND TYPE OF BIT

6/26/14 0000

STARTED

CME-55

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

13.1 ft

Baltimore District Corps of Engineers

13.5 ft

N 602,119.9 E 585,265.2

16.0 ft

11.4ft

11.5ft

N A

B

L E

T T

E R

P O

R T

M O

N M

O U

T H

_F

LO

O D

W A

LL

-U

P D

A T

E D

_D E

C

.G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

2/

0/

NAB FORM

NOV 06

PROJECT HOLE NO.1836 AD

___ HRS

CO

Port Monmouth, NJ Hurricane and Storm Damage Reduction

ATD

PM14-02

J-1 & J-2

J-3 & J-4

J-5

J-6

J-7

J-8

J-9

J-10

FILL, brown, dry, fine to medium sand, little silt, little clay, some angular fine gravel.

Discontinue fine gravel.

To 2.2, Lean Clay, low plasticity, stiff, hard, dark brown.

Light brown, trace silt, trace clay.

To 4.3, some clay, black.

To 5.2, some clay, black.

Reddish brown.

White, discontinue clay.

Moist, iron staining in bands indicative of the water table rising and falling.

Wet.

Gray.

Trace angular coarse sand-sized broken shell.

To 15.8, some clay.

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8…