Specifications.pdf

W912WJ-17-B-0016

Concrete Repairs Herring Run

Cape Cod Canal, Buzzards Bay, Massachusetts

Construction Solicitation and Specifications

AUGUST 2017

Herring Run Concrete Repairs

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 BIDDING SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 03 - CONCRETE

03 01 32 CONCRETE REHABILITATION FOR CIVIL WORKS

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 13 33 WOOD BAFFLES AND WEIRS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

BIDDING SCHEDULE

-- End of Section Table of Contents --

DOCUMENT 00 41 00 Page 1

BIDDING SCHEDULE

Refer to Section 01 22 00 MEASUREMENT AND PAYMENT.

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

Base Bid Items

0001 Concrete Repairs (2" to 6") 110 SF $______ $________

0002 Concrete Joint Repair 240 LF $______ $________

0003 Chain Link Fence w/gate 1 Job Job $_________

0004 Flume Walls 1 Job Job $________

0005 Outlet Wall 1 Job Job $________

0006 Concrete Overlay 3 CD $______ $________

0007 Stainless Steel Baffle Channels and Wood Baffles 1 Job $______ $________

008 Riprap 34 Ton $______ $________

TOTAL ESTIMATED AMOUNT $_____________

Note 1: "SF" = Square Foot, "LF" = Linear Foot, "CD" = Cubic Yard

Note 2: Bidders must bid all items. The work will be awarded as a whole to one bidder. Offers will be evaluated and the low bidder determined by the Total Estimated Amount for Line Items 0001 through 0008.

Note 3: All work shall be completed within the time period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, Subpart COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-10.

Note 4: In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

DOCUMENT 00 41 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

The general description below is given to indicate the approximate scope of this project only. It does not limit the work required under the project drawings and specifications.

The work of this project involves varoius concrete repairs and other miscellaneous repairs to existing features of the Herring Run Fishway at the Cape Cod Canal in Bourne MA.

The work of this project involves vegetation removal as needed, concrete patching, removal and replacement of concrete, replacement and sealing of joints, reconstruction of concrete walls, re-establishment of measures to secure flume and culvert baffles, assembly and installation of new baffles, removal and replacement of chain-link fencing, and placement of riprap at outlet of culvert. The specific work required by this contract includes removing vegetation from all vertical faces within the limits of the work area as required to perform work; patching of abraded, spalled, and scoured concrete along full length of sluiceway; replacing and sealing of joints along full length of sluiceway; installing reinforcement and placing concrete to reconstruct deteriorated downstream portions of the upper flume walls; installation of stainless steel channels to replace the baffle slots throughout the upper flume and culvert; assembly and installation of new wooden baffles to service the upper flume and culvert; removal and replacement of the top of the culvert outlet wall; replacement of concrete back onto the ceiling of the existing outlet works; removal and replacement of concrete overlay above the culvert outlet wall; removal and replacement of chain-link fencing system along the upper flume and the upper and middle pools of the fishway; and placement of riprap along each bank of the lower flume at the culvert outlet wall. Access to the site is from the Canal Service Road running along the canal which can be accessed from the parking lot off of Route 6 (Scenic Highway). There is a Contractor's laydown area available in the Herring Run parking area located to the East of the fishway. For the work that will be tidally influenced, tide charts for 2017 are attached at the end of this section.

Various work components of this project will be tightly limited in terms of scheduling because of fish spawning activities. See paragraph 1.6.2.4 of this spec section for further details on scheduling limitations.

1.1.1 Project Site Photographs

Photographs showing general conditions existing at the project site are attached at the end of this section. Photographs are for information only and there is no guarantee that conditions depicted will exist at the time of the work. The Contractor shall make his own investigation of project conditions.

SECTION 01 11 00 Page 2

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Project Schedule; G, RO

In accordance with the contract clauses, the Contractor shall, within 5 days after receipt of Notice to Proceed (NTP) or as otherwise determined by the Contracting Officer, submit for approval a practicable project schedule. When changes are authorized that result in contract time extensions, the Contractor shall submit a revised project schedule for approval by the Contracting Officer.

SD-07 Certificates

Progress Schedule; G, RO

Request Application; G, RO

Request Application to work outside the hours of operation.

SD-11 Closeout Submittals

Record Drawings; G, DO

Record drawings showing all deviations which have been made from the contract drawings shall be submitted to the Contracting Officer for approval at the completion of work. See paragraph RECORD DRAWINGS for record keeping and submittal requirements.

1.3 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent project superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

b. The project superintendent shall maintain a physical presence at the site at all times and be responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

c. Failure to comply with these requirements shall be deemed as cause for a non-compensatory stoppage and suspension of work until the deficiency is remedied.

1.4 COORDINATION AND DIRECTION DURING CONSTRUCTION

a. The Contractor shall not take or accept any direction or instructions issued by any person, employed by the Government or otherwise, other than the Contracting Officer that changes the terms and conditions of contract

SECTION 01 11 00 Page 3 actions, the scope, or any change that impacts the cost, price, or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. The Contractor will comply with the changes clause of this contract when the Contractor believes direction has been given from persons other than the Government Contracting Officer that equate to a change by notifying the Contracting Officer as directed by the clause. Any direction given by any Government employee or any other person outside their authority must be reported to the Contracting Officer.

b. The Contracting Officer Representative (COR) is limited to the authorities stated in the COR appointment letter. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR specific to this contract only. COR appointment letters from previous contracts are not valid for this contract. See the Contracting Officer’s Representative clause of this contract.

1.5 PROJECT/SITE CONDITIONS

1.5.1 Site Security

The Contractor shall report any vandalism, suspicious activities or devices to the Contracing Officer or local police as soon as possible. The Contracting Officer will notify the Contractor of any heightened security measures and will expect vigilant monitoring of equipment, grounds and security fencing while working. At a heightened security posture, there may be work areas that are restricted. The Contracting Officer will notify the Contractor of these restricted areas, and work may be delayed or restricted or will be performed in these areas under the direct supervision of U.S. Army Corps of Engineers personnel.

1.6 WORK SEQUENCE AND SCHEDULING

1.6.1 Hours of Operations

Normal work hours are from 7:00 a.m. through 5:30 p.m., Monday through Friday. The Contractor will not be permitted to work on Saturday, Sunday or legal holidays unless otherwise authorized by the Contracting Officer.

The exclusion of work on Saturday, Sunday and legal holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

SECTION 01 11 00 Page 4

Work outside the normal hours of operation requires Contracting Officer approval. The request to work outside the hours of operation shall be made in writing to the Contracting Officer 10 calendar days prior to such work to allow arrangements to be made by the Government. The request application shall include specific dates, hours, location, type of work to be performed, contract number and project title, and names of all individuals who will be working outside the hours of operations. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.6.2 Work Sequence

1.6.2.1 General

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. Minor variations in the sequence of the items of work as specified may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule. Proposed minor variations shall be noted on the progress charts submittal required by CONTRACT CLAUSE, entitled SCHEDULES FOR CONSTRUCTION CONTRACTS. Variations shall be approved by the Contracting Officer prior to implementation.

1.6.2.2 Initial Project Schedule

The initial project schedule shall be in the form of a chart graphically indicating the sequence proposed to accomplish each work feature or operation. The chart shall be prepared to show the starting and completion dates of all work features on a linear horizontal time scale beginning with date of Notice to Proceed and indicating calendar days to completion. The Contractor shall indicate on the chart the important work features or operations that are critical to the timely overall completion of the project. Key dates for such important work features and portions of work features are milestone dates and shall be so indicated on the chart. This schedule will be the medium through which the timeliness of the Contractor's construction effort is appraised. Anticipated adverse weather delay days shall be included and clearly indicated in the schedule.

The initial schedule shall be cost and resource loaded for contract monitoring and control purposes. Schedules shall be established using a standard critical path method (CPM), or other industry approved standard.

Each activity shall have an early start/finish date, late start/finish date, task duration, and total float clearly indicated.

1.6.2.3 Progress Schedule

An updated schedule showing actual progress shall be submitted monthly and with each pay request. Changes to the base-line schedule shall be outlined in a narrative describing the reason for the change.

1.6.2.4 Schedule Impacts to Fishway

The Contractor shall coordinate all work schedules with the Contracting Officer's Representative (COR) and/or the Cape Cod Canal Project Office to minimize impact to the functionality of the fishway. Fish spawning activity can be present from April to November each year.

The Town of Bourne Department of Natural Resources has the ability to

SECTION 01 11 00 Page 5 restrict water flow into the fishway from the upstream pond for limited periods of time by using stoplogs. The Contractor shall request this flow restriction from the DNR in order to allow for the completion of work components, as delineated below. This restriction will only be allowed during the month of August 2018. Additionally, the Contractor can block the entrance of the fishway flow into the culvert at the entrance into the upper flume portion of the structure. This will cause the water to flow through the 36-inch RCP bypass pipe. This will only be allowed during August 2018, and will be used to dewater the upper flume and culvert section.

There are eight categories of work. Details of the scheduling limitations for each category are as follows.

1. Chain link fencing and concrete overlay. These are not in the water, and can be completed at any time.

2. Concrete repairs in the sluiceway, located at and above the water line. This includes joint replacement, and repair of spalls. Water level in sluiceway must be decreased by using the stoplogs upstream of this area, controlled by the Town. To be completed in August 2018, during daylight hours only.

3. Concrete repairs in the sluiceway, below the water line. There is only one known location of this - an area shown on Plan Sheet S-201, Detail F-1, 0.3 feet x 2.25 feet x 0.4 feet deep. This can be completed during August 2018, with a local dewatering of this area, and flow reduction by using the stoplogs upstream of this area, controlled by the Town.

4. Installation of Stainless Steel baffle channels in the upper flume and the culvert sections. These are below the normal waterline. This can be done during the winter (15 Nov - 15 Mar 2018) or during August 2018 during daylight hours only.

5. Repair of the Flume Walls, located in the existing upper flume. Part of this work is below the normal water line. This work must be done in the dry, so flow will be moved to flow down through the 36-inch bypass channel during August 2018, but only during daylight hours. Contractor should make every attempt to complete concrete work such that normal flow through the upper flume can resume during nighttime hours.

6. Repair of the Outlet Wall and void in ceiling. This work must be done at low tide. This work can be completed during August 2018, but the tides will still dictate when work can be completed.

7. Replacement of the wood baffles. This work shall be done during the winter timeframe (15 November - 15 March) or during August 2018 (during daylight hours only) so as not to disturb the fish spawning activity.

8. Installation of the Riprap. This work must be completed during low tide, and shall be completed during the 15 November - 15 March winter timeframe.

1.6.3 Organization at the Site

1.6.3.1 General

The Contractor shall employ ample personnel and sufficient equipment to

SECTION 01 11 00 Page 6 accomplish the work of this contract in the least amount of time, within the prosecution period specified in SPECIAL CONTRACT REQUIREMENTS, Clause

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-10.

1.6.3.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained.

1.7 CONTRACTOR'S USE OF FACILITIES AND HAULING ROUTES

The Contractor shall be responsible for the following:

(1) Determining the trucking and hauling routes and associated restrictions to and from the work, to include the coordination for the use of such routes with local, State, and Federal authorities.

(2) Complying with all local, State, and Federal regulations and restrictions when using any facilities or hauling routes.

1.8 CONTRACTOR USE OF PREMISES

1.8.1 Access to the Site and Storage/Staging Areas

Access to the project site is available for construction traffic. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area.

Access to temporary facilities and storage/staging areas shall also be as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

1.8.2 Temporary Facilities and Utilities, and Storage Areas

The Contractor shall conform to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding temporary facilities, temporary utilities, and storage areas. Confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

1.8.3 Work Limits

Work shall take place at the Cape Cod Canal, storage areas as indicated in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, and as indicated by the Contracting Officer.

1.8.4 Protection and Security

a. Protection to Contractor personnel or their equipment cannot be provided at the worksite by the Government.

b. The Contractor shall protect all its personnel, Government personnel, and the general public from injury.

SECTION 01 11 00 Page 7

c. The Contractor shall conduct all its work so as to prevent injury or unsafe conditions during construction.

1.8.5 Cooperation with Others

During the life of this contract, other Contractors may be performing operations in the general area where work under this contract is being performed. The Contractor shall cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity shall have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES. The obligation of the Contractor under this contract shall include jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor shall so arrange his operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer shall govern.

1.8.6 Emergency Contacts

The Contractor shall provide a list of emergency contacts in the event of an emergency. The list shall include the contact names, addresses, and telephone numbers. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.8.7 Damaged Property

Work shall proceed in a manner which will minimize disturbance or risk of damage to structures and surrounding lands. The Contractor shall repair such items damaged in the course of carrying out the work at no additional cost to the Government. All repairs shall match similar existing items in all aspects. All replacements shall be in kind.

1.8.8 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

1.8.9 Daily Clean Up

The Contractor shall at all times keep rubbish from entering surrounding lands and water. Rubbish accumulated at the temporary facilities shall be removed from the premises daily.

1.8.10 Government Sanitary Facilities

Toilet facilities are not available on site for Contractor's use. The Contractor shall provide portable toilets for its personnel and subcontractors as specified in Section 01 50 00 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS.

1.9 QUALITY ASSURANCE

a. All items of work not addressed in the contract documents shall be completed in strict accordance with the manufacturers’ specifications.

b. The Government is not obligated to inspect the Contractor’s work, or to

SECTION 01 11 00 Page 8 protect the Contractor from the consequences of its work. Government inspections are a general examination of the Contractor’s conduct and workmanship and are solely for the purpose of the Government.

Government-designated Quality Assurance Representatives (QARs) do not have the authority to accept work, nor is a Government inspection to be construed as conclusive.

c. Government agents including QARs and project engineers are not authorized to change the contract without the written approval of the Contracting Officer; this lack of authority extends to all situations in which the action of these agents could be construed as constituting a change.

d. The quality of workmanship is subject to audit by Government or Government-designated QARs at any time during the contract. The Contractor shall cooperate fully and provide all information necessary for this audit.

e. The Contractor shall submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization of the Contracting Officer.

f. The Contractor shall not conceal any work unless the Contracting Officer has approved all items of work which are to be concealed. The Contractor shall notify the Contracting Officer of its intention to conceal work at least 24 hours in advance of concealment.

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property. The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security or fire safety.

1.10.2 Contractor's Project Superintendent

The Contractor's project superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of any subcontractor's work.

1.11 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 20 ENVIRONMENTAL PROTECTION, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

1.12 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract

SECTION 01 11 00 Page 9 requirements and to establish a working relationship between the Contractor's Staff and the U.S. Army Corps of Engineers personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, Labor Relations, and Environmental Protection. The Contractor's Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference.

1.13 RECORD DRAWINGS

Maintain at the jobsite one set of full-size contract drawings marked to show all deviations which have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. Record the horizontal and vertical location of all buried utilities that differ from the contract drawings.

These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, submit the original marked set of prints to the Contracting Officer for approval. Requests for partial payments will not be approved if the marked prints are not current, and request for final payment will not be approved until the marked prints are submitted to and approved by the Contracting Officer.

1.13.1 Preparation of Record Drawings

The entries shall be made in the jobsite set of prints at the time field changes are made, pertinent information collected, or need for corrections established, as a continuing process during the life of the contract. As revised drawings are issued by the Contracting Officer, revised prints shall be introduced into the set to replace the superseded drawings and all applicable notations previously made on the superseded drawings transferred to the current prints. Carefully prepared sketches, not less than 8-1/2" x 11", may be used to depict changes or added information in lieu of notations on the actual prints. Staple sketches to the prints affected by the change. All plan views, sections, elevations, profiles, diagrams, details, or schedules affected by a change shall be marked up as required to reflect the change. All notations or changes made on the prints shall be in sufficient detail to clearly depict the change. Colored pens or pencils shall be used to make notations on the record prints as follows:

Red pen or pencil shall be employed to indicate added or corrected work or information.

Green pen or pencil shall be used to show the deleted or incorrectly depicted work or information.

Blue or black pen or pencil shall be used to show information not to be recorded on the drawings but included on the marked-up prints for explanatory or clarification purposes for the benefit of the Contracting Officer.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 11 00 Page 10

AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM

0530 1748 1136 ---- Sunday 1 0948 2217 0243* 1517* 1049 2313 0353 1816 0057 1306 0701 1932*

0612 1830 0018 1224 Monday 2 1034 2306 0327* 1556* 1128 2357 0431 1919 0140 1350 0746 2016*

0654 1918 0100 1312 Tuesday 3 1125 ---- 0412* 1640* ---- 1214 0514 2011 0225 1437 0833 2102

0748 2006 0148 1406 Wednesday 4 0000 1221 0504* 1732* 0048 1306 0834 2056 0312 1528 0924 2151

0842 2100 0242 1500 Thursday 5 0056 1317 0609 1835* 0142 1400 0930 2143 0402 1623 1019 2243

0942 2200 0336 1600 Friday 6 0151 1413 0722 1939* 0237 1458 1030 2238 0455 1721 1116 2338

1042 2306 0430 1706 Saturday 7 0248 1515 0829 2039* 0341 1608 1128 2334 0552 1823 ---- 1216

1142 ---- 0530 1806 Sunday 8 0352 1622 0942* 2144* 0455 1721 ---- 1223* 0651 1925 0035 1316*

0000 1242 0624 1906 Monday 9 0454 1721 1100* 2249* 0558 1820 0027 1319* 0749 2026 0132 1414*

0100 1336 0724 2006 Tuesday 10 0547 1812 ---- 2346* 0651 1913 0122* 1416* 0847 2124 0229* 1511**

---- ---- ---- 1257*

0200 1430 0818 2100 Wednesday 11 0636 1901 ---- 1358* 0743 2005 0224* 1513* 0943 2220 0325* 1606**

0254 1524 0912 2154 Thursday 12 0724 1951 0040* 1444* 0835 2058 0323* 1604* 1037 2314 0420* 1700**

0342 1618 1006 2248 Friday 13 0814 2042 0138* 1515* 0927 2149 0415* 1653* 1130 ---- 0514* 1751**

0436 1706 1100 2336 Saturday 14 0903 2131 0232* 1543* 1016 2238 0505* 1743* 0006 1221 0606* 1841**

0530 1754 1148 ---- Sunday 15 0950 2219 0313* 1612* 1104 2327 0559 1837* 0056 1311 0657* 1929**

0618 1848 0030 1242 Monday 16 1037 2308 0349* 1646* 1153 ---- 0700 1932* 0145 1401 0748* 2017*

0712 1936 0118 1336 Tuesday 17 1128 ---- 0426 1646 0019 1244 0757 2024 0235 1451 0839 2105*

0806 2030 0206 1424 Wednesday 18 0001 1220 0509 1728 0112 1336 0850 2112 0324 1542 0930 2154

0900 2124 0300 1518 Thursday 19 0053 1312 0610 1825 0205 1427 0942 2201 0413 1633 1022 2242

1000 2218 0348 1612 Friday 20 0143 1402 0915 1924 0259 1522 1035 2251 0502 1726 1115 2333

1054 2312 0442 1712 Saturday 21 0234 1457 1029 2015 0402 1631 1127 2338 0553 1821 ---- 1209

1142 ---- 0530 1800 Sunday 22 0331 1559 1122 2106 0510 1735 ---- 1214 0644 1916 0024 1303

0000 1236 0618 1854 Monday 23 0430 1656 ---- 1205 0603 1823 0021 1258 0735 2008 0115 1354

---- ---- ---- 2201

0048 1318 0700 1942 Tuesday 24 0520 1742 ---- 1242 0645 1902 0100 1343 0823 2057 0204 1443

---- ---- ---- 2249

0136 1400 0748 2024 Wednesday 25 0601 1822 ---- 1202 0723 1939 0140 1430 0909 2142 0252 1529

---- ---- ---- 2330

0218 1442 0824 2106 Thursday 26 0640 1901 ---- 1220 0800 2016 0224 1514 0953 2226 0339 1614

0254 1518 0906 2142 Friday 27 0719 1942 0010 1254* 0837 2054 0306 1553 1037 2308 0424 1658*

0336 1554 0948 2224 Saturday 28 0800 2025 0053* 1334* 0913 2132 0337 1628 1119 2350 0509 1741*

0418 1636 1024 2306 Sunday 29 0843 2109 0141* 1417* 0950 2211 0331 1659 ---- 1201 0553 1823*

0454 1718 1112 2348 Monday 30 0926 2153 0229* 1458* 1028 2251 0401 1725 0031 1244 0638 1906*

0542 1800 ---- 1200 Tuesday 31 1011 2240 0314* 1538* 1109 2336 0436 1714 0114 1329 0723 1950*

HIGH LOW HIGH LOW

TIDE TABLES

EAST WEST 2017 HIGH LOW

U.S. Army

Cape Cod Canal

Corps of Engineers

WINGS NECK R.R. BRIDGE SANDWICHRAILROAD BRIDGE

JANUARYCURRENT TURNS

EASTERN STANDARD TIME

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

WINGS NECK CURRENT TURNS APPROXIMATELY 15 MINUTES AFTER.

0630 1848 0030 1248 Wednesday 1 1101 2333 0359* 1620* 1156 ---- 0522 1937 0159 1417 0811 2037*

0718 1942 0124 1342 Thursday 2 1156 ---- 0447* 1708* 0027 1248 0815 2032 0246 1508 0903 2126*

0812 2036 0212 1442 Friday 3 0031 1254 0547* 1808* 0122 1343 0912 2125 0337 1603 0957 2218

0918 2136 0306 1542 Saturday 4 0127 1352 0700 1916* 0218 1441 1012 2225 0431 1702 1054 2314

1018 2242 0406 1648 Sunday 5 0225 1453 0813 2021* 0321 1547 1113* 2326 0529 1804 1155 ----

1124 2342 0506 1748 Monday 6 0330 1603 0938 2132* 0436 1702 ---- 1210* 0630 1909 0013 1257*

---- 1224 0606 1854 Tuesday 7 0437 1706 1125* 2252* 0544 1805 0022 1305* 0732 2011 0113 1357*

0042 1324 0706 1948 Wednesday 8 0533 1759 ---- 1222* 0639 1858 0118* 1401* 0832 2111 0213 1455*

---- ---- ---- 2355*

0142 1418 0800 2042 Thursday 9 0622 1846 ---- 1316* 0729 1948 0216* 1457* 0929 2206 0310* 1550*

0236 1512 0854 2136 Friday 10 0708 1933 0050* 1407* 0820 2039 0312* 1547* 1023 2258 0405* 1642**

0330 1600 0948 2224 Saturday 11 0755 2021 0148* 1441* 0909 2129 0402* 1633* 1115 2346 0458* 1731**

0418 1648 1042 2312 Sunday 12 0841 2106 0229* 1457* 0956 2216 0448* 1718* ---- 1203 0548* 1818*

0506 1736 1130 ---- Monday 13 0925 2150 0258* 1515* 1041 2302 0534 1805* 0032 1249 0635* 1903*

0554 1824 0000 1218 Tuesday 14 1008 2234 0326* 1539* 1126 2348 0626 1857 0117 1335 0722* 1947*

0648 1912 0048 1306 Wednesday 15 1052 2321 0356 1608* ---- 1212 0723 1949 0201 1420 0809 2031

0736 2000 0136 1400 Thursday 16 1141 ---- 0430 1642 0038 1301 0815 2036 0245 1507 0856 2116

0830 2054 0224 1448 Friday 17 0011 1233 0512 1724 0128 1349 0904 2122 0330 1554 0944 2203

0924 2142 0312 1542 Saturday 18 0103 1324 0609 1821 0218 1437 0953 2210 0417 1644 1035 2251

1018 2236 0400 1636 Sunday 19 0153 1416 0717 1922 0313 1534 1046 2300 0506 1737 1127 2343

1106 2330 0448 1730 Monday 20 0247 1515 0819 2018 0422 1650 1136 2347 0558 1833 ---- 1221

1154 ---- 0536 1818 Tuesday 21 0348 1619 1131 2116 0529 1749 ---- 1222 0652 1928 0036 1315

0018 1242 0624 1906 Wednesday 22 0447 1712 1156 2216 0616 1831 0027 1305 0745 2020 0129 1407

0100 1324 0706 1948 Thursday 23 0533 1756 1116 2307 0653 1906 0104 1350 0835 2108 0219 1456

0142 1406 0754 2030 Friday 24 0614 1835 1149 2351* 0728 1942 0144 1436 0922 2154 0308 1542

0224 1442 0836 2112 Saturday 25 0654 1916 ---- 1225* 0804 2021 0234 1519 1008 2238 0356 1628*

0306 1524 0918 2148 Sunday 26 0735 1958 0036* 1306* 0844 2103 0320 1557* 1053 2321 0442 1712*

0348 1606 1000 2230 Monday 27 0819 2043 0124* 1351* 0925 2146 0359* 1630* 1138 ---- 0528* 1756*

0430 1648 1048 2318 Tuesday 28 0904 2129 0214* 1436* 1008 2230 0436* 1653* 0004 1223 0615* 1840*

CURRENT TURNS

WINGS NECK R.R. BRIDGE SANDWICHRAILROAD BRIDGE

FEBRUARY

U.S. Army Corps of Engineers

Cape Cod Canal

TIDE TABLES

EASTERN STANDARD TIME

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

EAST WEST HIGH LOW HIGH LOW HIGH LOW

0512 1736 1136 ---- Wednesday 1 0951 2217 0301* 1518* 1052 2316 0524* 1654 0048 1309 0702* 1925*

0606 1824 0006 1230 Thursday 2 1040 2309 0346* 1601* 1140 ---- 0648* 1718 0134 1358 0751* 2013*

0654 1918 0054 1324 Friday 3 1135 ---- 0433* 1648* 0008 1233 0756* 2014 0222 1451 0843* 2103*

0754 2018 0148 1424 Saturday 4 0007 1235 0529* 1745* 0104 1329 0856* 2113 0315 1547 0938* 2157

0854 2118 0242 1524 Sunday 5 0107 1334 0643 1858* 0203 1427 0955* 2214 0411 1646 1036* 2255

1000 2224 0342 1630 Monday 6 0206 1436 0805 2013 0305 1531 1056* 2316 0510 1750 1137* 2356

1106 2330 0448 1730 Tuesday 7 0310 1545 1023 2150 0418 1645 1154* ---- 0614 1855 ---- 1239*

---- 1206 0548 1836 Wednesday 8 0419 1651 1131* 2335 0529 1751 0013 1248* 0718 1959 0058 1341*

0030 1306 0648 1930 Thursday 9 0518 1744 ---- 1222* 0626 1843 0108* 1342* 0820 2057 0159 1438*

0124 1400 0748 2024 Friday 10 0606 1830 0030* 1310* 0715 1931 0204* 1436* 0917 2151 0256 1532*

0218 1448 0842 2112 Saturday 11 0650 1913 0122* 1355* 0802 2019 0258* 1526* 1009 2239 0350* 1622*

0412 1636 1030 2300 Sunday 12 0833 2056 0309* 1525* 0949 2207 0446* 1711* 1158 ---- 0540* 1808*

0500 1724 1118 2348 Monday 13 0916 2138 0334* 1525* 1034 2252 0529* 1751* 0024 1243 0627* 1852*

0548 1806 ---- 1206 Tuesday 14 0958 2219 0339* 1538* 1117 2335 0610 1832 0106 1326 0712* 1934*

0630 1854 0036 1254 Wednesday 15 1039 2300 0359 1604* 1159 ---- 0653 1916 0146 1407 0755* 2015

0718 1942 0118 1342 Thursday 16 1120 2342 0427 1633 0018 1242 0744 1734 0226 1449 0839 2057

0806 2030 0206 1430 Friday 17 ---- 1205 0458 1706 0103 1326 0838 1805 0307 1533 0923 2140

0900 2118 0248 1524 Saturday 18 0030 1256 0535 1744 0150 1412 0927 1847 0350 1618 1009 2225

0948 2206 0336 1612 Sunday 19 0123 1349 0620 1832 0237 1457 1014 2230 0435 1706 1057 2313

1036 2300 0424 1700 Monday 20 0215 1441 0721 1935 0324 1541 1103 2319 0523 1757 1148 ----

1130 2348 0506 1748 Tuesday 21 0307 1535 0828 2039 0416 1638 1155 ---- 0615 1851 0005 1241

---- 1218 0554 1836 Wednesday 22 0404 1637 0928 2139 0530 1758 0009 1243 0710 1947 0058 1336

0036 1300 0642 1924 Thursday 23 0507 1737 1028 2242 0632 1851 0053 1325 0805 2041 0153 1429

0124 1348 0730 2006 Friday 24 0601 1826 1126 2341 0715 1931 0131 1406 0859 2131 0246 1519

0206 1430 0818 2054 Saturday 25 0646 1907 ---- 1212 0752 2008 0210 1448 0949 2219 0337 1608

0254 1512 0906 2136 Sunday 26 0727 1948 0031* 1254* 0831 2049 0300 1535 1038 2305 0426 1654*

0336 1554 0948 2218 Monday 27 0809 2032 0118* 1337* 0914 2135 0356* 1620* 1126 2350 0515* 1741*

0418 1642 1036 2306 Tuesday 28 0854 2118 0207* 1424* 1000 2222 0446* 1658* ---- 1213 0603* 1827*

0506 1724 1130 2354 Wednesday 29 0942 2206 0258* 1513* 1048 2310 0533* 1730* 0035 1301 0652** 1913*

0554 1812 ---- 1218 Thursday 30 1031 2256 0348* 1559* 1135 2358 0625* 1747 0122 1350 0741** 2001*

0642 1906 0042 1312 Friday 31 1121 2348 0434* 1645* ---- 1225 0732* 1946 0210 1441 0831** 2050*

CURRENT TURNS MARCH

RAILROAD BRIDGE WINGS NECK R.R. BRIDGE SANDWICH

TIDE TABLES U.S. Army Corps of Engineers

Cape Cod Canal

DAYLIGHT SAVING STARTS 0200 SUNDAY, MARCH 12

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

EAST WEST HIGH LOW HIGH LOW HIGH LOW

0736 2000 0130 1412 Saturday 1 ---- 1217 0520* 1731* 0051 1319 0839* 2059 0301 1535 0924** 2143*

0830 2100 0224 1506 Sunday 2 0047 1318 0614* 1828* 0148 1416 0939* 2200 0355 1633 1020* 2239

0936 2200 0324 1612 Monday 3 0148 1419 0729 1947 0248 1515 1037* 2300 0453 1733 1118* 2338

1042 2306 0424 1712 Tuesday 4 0248 1520 0917 2124 0350 1617 1136* ---- 0554 1836 ---- 1219*

1142 ---- 0524 1812 Wednesday 5 0350 1625 1115 2339 0459 1727 0002 1234* 0659 1941 0040 1321

0012 1248 0630 1912 Thursday 6 0457 1732 ---- 1217 0611 1834 0059 1328* 0804 2044 0144 1422

0112 1342 0730 2006 Friday 7 0559 1826 0040 1305 0709 1927 0153* 1419* 0906 2141 0245 1518

0206 1436 0824 2100 Saturday 8 0647 1910 0130 1349 0757 2013 0247* 1511* 1002 2231 0341 1610

0300 1524 0918 2148 Sunday 9 0729 1950 0218 1430 0842 2058 0340* 1601 1052 2316 0433 1657

0348 1612 1012 2236 Monday 10 0809 2029 0303 1454 0926 2143 0427* 1646 1138 2357 0520* 1741

0436 1654 1054 2318 Tuesday 11 0850 2109 0334 1432 1011 2227 0509* 1725 ---- 1221 0605* 1823

0524 1742 1142 ---- Wednesday 12 0930 2149 0316 1456 1054 2310 0547 1800 0036 1301 0647* 1903

0606 1824 0006 1230 Thursday 13 1011 2228 0331 1527 1134 2350 0624 1634 0114 1340 0728* 1944

0654 1912 0048 1318 Friday 14 1051 2309 0359 1601 ---- 1214 0706 1702 0153 1421 0810 2025

0736 1954 0130 1406 Saturday 15 1134 2354 0431 1636 0030 1255 0800 1736 0232 1502 0852 2107

0824 2042 0212 1448 Sunday 16 ---- 1222 0506 1713 0112 1337 0853 1814 0314 1546 0937 2152

0906 2130 0254 1536 Monday 17 0044 1316 0547 1756 0155 1420 0940 1906 0358 1633 1023 2239

0954 2224 0342 1624 Tuesday 18 0139 1409 0639 1854 0238 1500 1025 2239 0445 1722 1113 2330

1042 2312 0424 1712 Wednesday 19 0231 1501 0744 2004 0319 1543 1112 2328 0536 1814 ---- 1204

1130 ---- 0512 1754 Thursday 20 0324 1557 0846 2108 0407 1640 1159 ---- 0630 1908 0023 1257

0000 1218 0606 1842 Friday 21 0423 1657 0943 2210 0518 1757 0017 1242 0726 2002 0118 1350

0048 1306 0654 1930 Saturday 22 0523 1752 1039 2313 0626 1851 0100 1319 0822 2053 0213 1442

0136 1354 0748 2018 Sunday 23 0615 1839 1134 ---- 0715 1936 0143 1351 0915 2143 0306 1532

0224 1442 0836 2106 Monday 24 0700 1922 0009* 1222* 0759 2020 0233* 1421 1007 2231 0357* 1620*

0306 1530 0930 2154 Tuesday 25 0744 2006 0058* 1309* 0846 2108 0333* 1520* 1059 2320 0448* 1709*

0354 1618 1018 2242 Wednesday 26 0831 2054 0148* 1357* 0936 2159 0430* 1627* 1149 ---- 0539** 1758*

0448 1706 1112 2330 Thursday 27 0920 2145 0242* 1450* 1028 2251 0522* 1716* 0008 1240 0629** 1848*

0536 1754 ---- 1206 Friday 28 1012 2236 0335* 1542* 1118 2342 0614* 1811* 0058 1331 0720** 1938*

0624 1848 0018 1300 Saturday 29 1104 2329 0423* 1630* ---- 1210 0716* 1931 0148 1424 0812** 2030*

0718 1942 0112 1354 Sunday 30 ---- 1200 0510* 1718* 0035 1304 0821* 2042 0241 1520 0906** 2125*

DAYLIGHT SAVING TIME

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

WINGS NECK CURRENT TURNS APPROXIMATELY 15 MINUTES AFTER.

LOW HIGH LOW HIGH LOW

RAILROAD BRIDGE WINGS NECK R.R. BRIDGE SANDWICH

CURRENT TURNS APRIL

2017EAST WEST HIGH

U.S. Army Corps of Engineers

Cape Cod Canal

TIDE TABLES

0818 2042 0206 1454 Monday 1 0027 1301 0601* 1814 0133 1403 0920* 2144 0338 1618 1002** 2222

0918 2142 0306 1554 Tuesday 2 0128 1403 0717 1941 0233 1501 1017* 2243 0436 1718 1100* 2322

1018 2248 0406 1654 Wednesday 3 0228 1501 0926 2206 0332 1600 1113* 2343 0538 1820 1159* ----

1124 2354 0506 1748 Thursday 4 0326 1601 1050 2328 0436 1706 ---- 1210* 0641 1923 0024 1259

---- 1224 0606 1848 Friday 5 0429 1706 1152 ---- 0546 1813 0040 1303* 0745 2024 0126 1358

0048 1318 0706 1942 Saturday 6 0532 1801 0026 1241 0647 1907 0134 1353 0846 2117 0227 1452

0142 1412 0806 2036 Sunday 7 0623 1846 0115 1322 0735 1952 0225 1442 0941 2205 0322 1542

0236 1500 0854 2124 Monday 8 0706 1925 0202 1357 0819 2035 0316 1531 1030 2248 0411 1628

0324 1542 0948 2206 Tuesday 9 0744 2002 0248 1336 0902 2119 0405 1617 1114 2328 0457 1711

0412 1630 1036 2248 Wednesday 10 0823 2040 0325 1345 0946 2202 0447 1657 1156 ---- 0540 1752

0454 1712 1118 2330 Thursday 11 0903 2120 0248 1414 1029 2245 0525 1731 0006 1235 0621* 1833

0542 1800 ---- 1206 Friday 12 0944 2200 0302 1451 1110 2324 0600 1555 0044 1314 0702* 1914

0624 1842 0012 1248 Saturday 13 1025 2241 0334 1530 1148 ---- 0636 1636 0122 1354 0743 1955

0706 1924 0054 1330 Sunday 14 1107 2323 0408 1609 0001 1226 0724 1713 0202 1435 0825 2038

0748 2006 0136 1418 Monday 15 1153 ---- 0443 1648 0038 1304 0820 1751 0243 1518 0908 2122

0830 2054 0218 1500 Tuesday 16 0011 1244 0522 1731 0115 1345 0909 1835 0326 1603 0954 2209

0912 2142 0300 1542 Wednesday 17 0104 1338 0607 1823 0156 1427 0952 2206 0412 1651 1041 2258

1000 2230 0348 1630 Thursday 18 0157 1430 0705 1931 0238 1510 1032 2251 0501 1740 1130 2350

1048 2318 0436 1718 Friday 19 0249 1521 0809 2039 0324 1558 1112 2342 0554 1831 ---- 1220

1142 ---- 0530 1806 Saturday 20 0343 1618 0906 2141 0419 1701 1153 ---- 0649 1924 0045 1313

0012 1230 0624 1854 Sunday 21 0443 1717 1001 2244 0530 1811 0033 1227 0746 2017 0140 1405

0106 1324 0718 1948 Monday 22 0543 1810 1058* 2346* 0637 1906 0121 1253 0843 2109 0235 1457

0154 1412 0812 2036 Tuesday 23 0634 1858 1153* ---- 0731 1955 0213* 1325 0938 2201 0329* 1548*

0248 1506 0906 2130 Wednesday 24 0721 1944 0039* 1243* 0821 2046 0313* 1407* 1033 2252 0422* 1640*

0336 1554 1000 2218 Thursday 25 0809 2033 0131* 1334* 0913 2139 0414* 1604* 1127 2344 0515** 1732*

0430 1648 1054 2306 Friday 26 0900 2125 0227* 1429* 1008 2233 0508* 1708* ---- 1220 0608** 1824*

0518 1742 1148 ---- Saturday 27 0954 2218 0324* 1526* 1101 2326 0601* 1806* 0036 1314 0701** 1917*

0612 1830 0000 1248 Sunday 28 1048 2311 0414* 1618* 1154 ---- 0658* 1914 0129 1408 0754** 2011*

0706 1930 0054 1342 Monday 29 1143 ---- 0500* 1707* 0019 1248 0800* 2024 0224 1503 0848** 2106*

0800 2024 0148 1436 Tuesday 30 0006 1242 0547* 1800 0115 1345 0859* 2125 0320 1601 0943** 2204

0900 2124 0248 1530 Wednesday 31 0105 1342 0652 1929 0214 1443 0954* 2222 0418 1659 1039* 2303

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

WINGS NECK CURRENT TURNS APPROXIMATELY 15 MINUTES AFTER.

LOW

DAYLIGHT SAVING TIME

HIGH LOW HIGH LOW HIGH

CURRENT TURNS MAY

EAST WEST 2017

TIDE TABLES

U.S. Army

Corps of Engineers

RAILROAD BRIDGE WINGS NECK R.R. BRIDGE SANDWICH

1000 2224 0348 1630 Thursday 1 0204 1438 0858 2150 0311 1540 1048* 2319 0518 1758 1136* ----

1054 2330 0448 1724 Friday 2 0259 1533 1013 2305 0408 1640 1142* ---- 0618 1857 0003 1232

1154 ---- 0542 1818 Saturday 3 0355 1631 1118 ---- 0513 1745 0017 1235 0720 1954 0103 1328

0024 1248 0642 1912 Sunday 4 0457 1730 0005 1211 0618 1843 0110 1323 0819 2047 0201 1421

0118 1342 0742 2006 Monday 5 0553 1818 0054 1252 0711 1930 0159 1410 0913 2133 0255 1509

0212 1430 0830 2054 Tuesday 6 0639 1859 0140 1320 0755 2013 0248 1457 1002 2216 0344 1555

0300 1518 0924 2136 Wednesday 7 0719 1936 0226 1250 0837 2055 0337 1544 1047 2257 0430 1639

0348 1600 1012 2218 Thursday 8 0757 2014 0309 1309 0920 2138 0422 1627 1129 2337 0513 1722

0430 1648 1054 2300 Friday 9 0836 2053 0218 1341 1003 2220 0501 1703 ---- 1209 0555 1804

0512 1730 1136 2342 Saturday 10 0918 2134 0235 1420 1045 2259 0537 1525 0016 1249 0637 1846

0554 1812 ---- 1218 Sunday 11 1000 2215 0309 1503 1122 2334 0612 1614 0055 1329 0718 1928

0630 1848 0018 1300 Monday 12 1042 2257 0346 1546 1158 ---- 0652 1655 0135 1409 0759 2011

0712 1930 0100 1342 Tuesday 13 1126 2341 0422 1627 0007 1234 0744 1733 0216 1451 0842 2055

0748 2012 0142 1424 Wednesday 14 ---- 1214 0500 1710 0042 1313 0836 1815 0258 1535 0925 2141

0830 2100 0224 1506 Thursday 15 0031 1307 0541 1759 0121 1356 0920 2138 0343 1620 1011 2229

0918 2148 0312 1548 Friday 16 0125 1359 0632 1901 0207 1442 0957 2224 0431 1708 1058 2320

1006 2242 0400 1636 Saturday 17 0217 1450 0733 2011 0255 1530 1029 2317 0522 1758 1147 ----

1100 2336 0454 1730 Sunday 18 0310 1544 0833 2114 0347 1627 1047 ---- 0617 1850 0015 1238

---- 1200 0554 1824 Monday 19 0408 1644 0929 2218 0451 1736 0012 1119 0715 1945 0111 1332

0036 1254 0654 1918 Tuesday 20 0512 1744 1027* 2324 0605 1841 0105 1212 0814 2040 0208 1426

0130 1348 0754 2012 Wednesday 21 0610 1837 1127* ---- 0706 1935 0158* 1259 0913 2135 0304* 1520*

0224 1442 0848 2106 Thursday 22 0701 1925 0024* 1224* 0800 2027 0257* 1347* 1010 2229 0400** 1615*

0318 1536 0948 2200 Friday 23 0750 2014 0118* 1317* 0853 2121 0358* 1556* 1106 2324 0455** 1709*

0412 1630 1042 2254 Saturday 24 0842 2107 0216* 1414* 0949 2216 0453* 1659* ---- 1202 0549** 1804*

0506 1724 1136 2348 Sunday 25 0936 2159 0316* 1514* 1043 2309 0545* 1755* 0018 1256 0643** 1858*

0554 1818 ---- 1230 Monday 26 1029 2251 0406* 1608* 1136 ---- 0639* 1855* 0112 1350 0736** 1952*

0648 1912 0042 1324 Tuesday 27 1122 2343 0447* 1654 0001 1228 0737* 2001 0206 1444 0828** 2047*

0742 2006 0136 1418 Wednesday 28 ---- 1217 0528* 1741 0054 1323 0835* 2102 0301 1539 0921** 2142*

0836 2106 0230 1506 Thursday 29 0038 1314 0614 1844 0150 1420 0929* 2158 0356 1634 1014* 2239

0930 2200 0324 1600 Friday 30 0134 1408 0724 2119 0245 1515 1020* 2253 0453 1729 1107* 2335

U.S. Army

EAST WEST 2017 HIGH LOW HIGH LOW HIGH LOW

DAYLIGHT SAVING TIME

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

WINGS NECK CURRENT TURNS APPROXIMATELY 15 MINUTES AFTER.

TIDE TABLES Corps of Engineers

Cape Cod Canal

RAILROAD BRIDGE WINGS NECK R.R. BRIDGE SANDWICH

CURRENT TURNS JUNE

1030 2300 0424 1654 Saturday 1 0228 1500 0912 2233 0339 1610 1112 2348 0549 1823 ---- 1200

1124 ---- 0518 1748 Sunday 2 0320 1553 1028 2337 0437 1712 ---- 1204 0647 1917 0032 1252

0000 1218 0618 1842 Monday 3 0416 1651 1135 ---- 0543 1815 0041 1252 0744 2009 0129 1344

0054 1312 0712 1930 Tuesday 4 0517 1746 0030 1221 0643 1906 0130 1337 0839 2057 0222 1434

0142 1400 0806 2024 Wednesday 5 0610 1832 0116 1243 0730 1950 0216 1420 0929 2143 0312 1521

0236 1448 0854 2106 Thursday 6 0653 1911 0201 1215 0812 2031 0303 1506 1015 2226 0359 1607

0318 1536 0942 2148 Friday 7 0732 1949 0245 1242 0853 2112 0350 1553 1059 2308 0444 1652

0400 1618 1024 2230 Saturday 8 0811 2028 0315 1316 0935 2153 0433 1416 1141 2349 0527 1736

0442 1700 1106 2306 Sunday 9 0852 2109 0208 1355 1016 2231 0510 1506 ---- 1222 0610 1819

0518 1736 1148 2348 Monday 10 0935 2151 0244 1440 1054 2306 0546 1601 0030 1302 0652 1902

0600 1818 ---- 1224 Tuesday 11 1017 2232 0322 1526 1129 2339 0620 1645 0110 1343 0734 1945

0636 1854 0024 1306 Wednesday 12 1100 2315 0400 1610 ---- 1204 0700 1723 0151 1424 0815 2029

0712 1936 0106 1342 Thursday 13 1145 ---- 0438* 1652 0013 1243 0754 1804 0233 1506 0858 2114

0754 2024 0154 1430 Friday 14 0002 1235 0518* 1739 0054 1328 0845 2114 0318 1550 0942 2202

0842 2112 0242 1518 Saturday 15 0054 1329 0604* 1835 0141 1417 0927 2205 0405 1637 1028 2254

0936 2212 0330 1606 Sunday 16 0149 1422 0700 1944 0232 1508 1002 2258 0456 1727 1116 2348

1030 2312 0430 1700 Monday 17 0243 1516 0803 2051 0326 1603 1028 2356 0551 1821 ---- 1208

1130 ---- 0530 1754 Tuesday 18 0340 1616 0904 2157 0426 1710 1127 ---- 0650 1917 0045 1304

0012 1230 0636 1854 Wednesday 19 0446 1721 1004* 2308 0539 1821 0051* 1237 0751 2016 0144* 1401

0112 1330 0736 1954 Thursday 20 0550 1819 1109* ---- 0647 1919 0145* 1333 0852 2114 0243* 1458

0206 1430 0836 2048 Friday 21 0645 1909 0016 1212* 0743 2012 0242* 1438 0952 2211 0340* 1554*

0306 1524 0930 2142 Saturday 22 0735 1958 0113* 1308* 0836 2105 0341* 1549* 1049 2307 0436** 1651*

0400 1618 1024 2236 Sunday 23 0825 2049 0211* 1405* 0930 2159 0437* 1648* 1145 ---- 0531** 1746*

0448 1712 1118 2330 Monday 24 0917 2140 0310* 1506* 1024 2251 0527* 1741* 0002 1238 0624** 1840*

0542 1800 ---- 1212 Tuesday 25 1008 2229 0355* 1558* 1115 2341 0617* 1835* 0055 1330 0716** 1933*

0630 1854 0024 1300 Wednesday 26 1058 2317 0429* 1638 ---- 1206 0710* 1935 0147 1421 0806** 2025*

0718 1948 0118 1354 Thursday 27 1147 ---- 0501* 1716 0030 1257 0807* 2036 0239 1512 0855* 2117*

0812 2042 0206 1442 Friday 28 0007 1240 0535 1759 0122 1351 0901* 2131 0331 1603 0945* 2210

0906 2136 0300 1530 Saturday 29 0100 1333 0615 1857 0215 1445 0951 2223 0423 1653 1034 2303

1000 2230 0354 1624 Sunday 30 0153 1424 0709 2149 0307 1538 1040 2316 0516 1744 1124 2356

1054 2330 0454 1718 Monday 31 0244 1514 0813 2304 0400 1635 1131 ---- 0609 1835 ---- 1214

HIGH LOW HIGH LOW

TIDE TABLES

U.S. Army

Corps of Engineers

Cape Cod Canal

RAILROAD BRIDGE WINGS NECK R.R. BRIDGE SANDWICH

CURRENT TURNS JULY

DAYLIGHT SAVING TIME

* = Predicted Minus Tides from - 0.1 ft. to - 1.0 ft.

** = Predicted Minus Tides from - 1.1 ft. to - 2.0 ft. or more

NOTE: SANDWICH CURRENT TURNS APPROXIMATELY 15 MINUTES BEFORE,

EAST WEST 2017 HIGH LOW

1148 ---- 0548 1806 Tuesday 1 0337 1609 0907 ---- 0503 1741 0008 1220 0705 1927 0051 1306

0024 1242 0642 1900 Wednesday 2 0436 1709 0002 0611 1840 0057 1305 0800 2018 0145 1357

---- ---- 0957 ----

0118 1330 0736 1948 Thursday 3 0537 1803 0050 0704 1927 0142 1346 0853 2108 0237 1447

---- ---- 1054 ----

0206 1418 0824 2036 Friday 4 0626 1846 0131 0747 2007 0226 1427 0942 2154 0326 1536

---- ---- 1142 ----

0248 1506 0912…