Port_Mon_C4-Amendment_5-Specs.pdf

SECTION 00 90 05

JCP&L REQUIREMENTS

LEFT BLANK INTENTIONALLY

Install new 3ph 120/208 25KV A bank. This proposed customer owned and installed commercial service to be fed underground.

2. JCP&L approved electrical contractor is responsible for the removal of pole JC-243MDT.

This is to assist in the creation of the flood wall.

3. JCP&L approved electrical contractor is responsible for the installation of disconnects on pole JC 1004MDT and peel back the primary to create the outage for the contractor to complete the flood wall installation.

4. JCP&L approved electrical contractor is responsible for the removal of old and installation of new BT4090MDT. Verizon to surrender the pole to JCP&L. Install 600 disconnects on new pole BT4090MDT and move the 75KVA single phase 120/240 transformer to pole JC2842MDT and remove disconnects from pole JC2842MDT.

Prime Contractor is responsible for acquiring all required inspection prior to the setting of a JCP&L meter. Prime Contractor's electrician to call JCP&L 3ph meter department supervisor Pam Carey at 73 2-7 51-2102 to discuss all meter requirements and locations

Prime Contractor shall supply JCP&L with address of proposed secure staging area as shown on construction plans prior material being delivered

All Permits are the responsibility of the Prime Contractor to apply and obtain. All cost to be paid by the Prime Contractor

Broad Street & Woodstock Avenue

The work at the intersection of Broad Street & Woodstock Ave is as follows:

Removal of the existing pole JC21184MDT with light & pole guy and install a new 45 ft pole with light & pole guy as shown on drawing ES-111B.

A Jersey Central Power and Light Company Representative will be available to be on site to inspect the approved electrical contractors work during construction to ensure that First Energy Safety rules are followed and all facilities are built in accordance with company standards.

USACE Prime Contractor shall coordinate and make arrangements for any Maintenance and Protection of Traffic (MPT) that may be required during construction.

Any change request shall be approved in advance by JCP&L On-Site Representative, the Prime Contractor, and the U.S. Army Corps. of Engineers Officer's Representative.

The holding of an electrical pole is required when digging the depth of 2' or more and within 5' from the pole. JCP&L must be notified for inspectors to be present on site. In addition the approved JCP&L electrical contractor must be on site to provide protection and the proper means and methods of holding the pole.

The USACE or their contractors are responsible for all

(state/county/township/commercial/residential) outages and must notify customers of day and the length of outages.

The USACE is responsible for all costs of relocating customer owned (state/ county/township/commercial/residential) secondary /service wire.

Contractor/JCP&L to terminate cable ends at riser poles using terminators supplied by JCP&L and construct as per construction standard, supplied with this document.

Splices, if required shall be done by the contractor/JCP&L.

a) Splice shall be Pirelli/Prysmian type splice, supplied by JCP&L.

b) Contractor shall provide document that he is qualified to make this type of splice.

c) Cable and splices shall be tested per the attached test document. Failure of the cable or splice shall be corrected by contractor and at the contractor's expense.

d) Contractor to check phasing

e) Contractor to upgrade ground grid where required. (Tie in new/additional 4/0 bare copper).

All electrical material for this project with the exception of customer owned UG service shall be supplied by JCP&L. JCP&L material cannot be released until a signed utility order and the approved electrical contractor provides a secure laydown area to ship material. The electrical contractor shall be responsible for adequate storage and protection of all received JCP&L materials. The electrical contractor shall obtain a receipt of all material received.

They are obligated to maintain a documented inventory of materials used and to obtain a receipt for all material returned.

As-Built - Upon completion of all work, the electrical contractor shall provide a copy of as-built drawings/construction order details to the JCP&L inspector.

The work may be performed in/on energized equipment. It will be the Contractor's responsibility to adhere and follow all JCP&L and OSHA safety rules. If temporary outages to various pieces of equipment are required, the Contractor will contact the RDO who will coordinate the switching to energize and de-energize the equipment. It will be the Contractor's responsibility to identify, with sufficient advance notice, the electrical clearance required and the length of the outage to JCP&L's R.D.O.

for approval prior to commencing work.

a) Contractor must also notify JCP&L inspector prior to any outages.

b) The contractor will hold any tags issued by the R.D.O., if required for this project.

c) Please be aware power outages maybe limited or not possible between Memorial Day and Labor Day.

The following clarification notes are applicable to this project.

a) Union representation is not required for the personnel doing the construction.

b) Extra work or change requests must be approved in advance by the Jersey Central Power & Light Company on-site representative.

Verizon

Verizon to replace all poles on Main Street from the intersection of Wilson to Port Monmouth Rd. with exception of the for mentioned pole JC 1414, 1415.1416, 1417MDT and BT41921MDT

The above explanation is intended to give a general definition of the scope of the work under these Specifications documents and shall not be construed to be an itemized listing of each element of work required. The Contractor shall be responsible for construction of complete facilities, conforming in all respects to the details and requirements of the attached bid package.

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WOOD POLE SETTING DEPTHS

SOIL & ROCK

Construction Std.

00 90 05- pg 36

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14 - 010

Rev.

Date 8/15

Riser Pole Installation Guidelines

Construction Std.

The following guidelines shall be considered for the installation of riser poles for distribution primary/secondary/services (company & customer).

1. Material Selection

U-guard is the preferred company standard for riser installations. Conduit may be used.

Conduit should be attached using 2-hole straps or standoff brackets. Note: Standoff brackets are required if more than one quadrant of the pole is used, refer to Standard 14-410.

If U-guard or conduit is subject to physical damage (e.g. parking lots, alleys, or experience), the first 8 ft (minimum) above grade shall use the heavier duty PVC U-guard or Schedule 80 conduit.

Existing metallic U-guard may be used if it properly grounded and bonded, refer to Standard 14-125.

Sections length – five-feet polyethylene sections are preferred to the ten-feet PVC sections, Adapter boots - multiple size variations are available (refer to Standard 14-014). Maintain 3-inch clearance at the groundline to allow for venting of air through the conduit or U-guard.

2. Placement of Risers:

Use straight vertical path (do not wrap the riser around the pole), Avoid placing U-guard over pole irregularities (e.g., knots, large pole checks), Avoid facing oncoming traffic or other perceived hazards, Provide adequate climbing access, Install supplemental vehicle barriers as needed to protect the pole and the riser, Consider space needs for additional electrical riser and Joint Use risers on the same pole, Per NESC Rule 239 D, Guarding & Protection near the groundline:

i. Where within 8 ft of the ground, or other areas readily accessible to the public, all vertical conductors and cables shall be guarded.

ii. When guarding is not required, conductors and cables shall be securely attached to the surface of the structure or to standoff brackets and located, where practical, on the portion of the structure having the least exposure to mechanical damage.

iii. Guards that completely enclose grounding conductors of lightning-protection equipment shall be of nonmetallic materials or shall be bonded at both ends to the grounding conductor.”

3. Construction Considerations

Maintain structure accessibility, Use the appropriate lag screws in every available position (U-guard and adapter boot), Leave no gaps between the U-guard and the pole surface, Backing plates are required for all U-guard applications (for its entire length), Down ground placement may be located inside/outside of either the conduit or U-guard. (Note:

If a surge arrester down-ground is placed inside a metallic conduit or U-guard, the down ground needs to be bonded to the conduit or U-guard at both ends.)

If installing a pier for added protection, refer to Standard 14-341, If using standoff brackets, refer to Standard 14-410).

All spare duct should be capped or plugged on both ends.

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PVC Conduit & Fittings

Schedule 80 Construction Std.

Size (in)

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Elbow

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Coupling

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0.75 23743903 --- --- 23747493

1.00 43008852 45° - 5.75”rad. 43036082

43053142 90° - 5.75”rad. 43031942

1.25 23744123 45° - 7.25”rad. 43036162

42007132 90° - 7.25”rad. 43032022

2.00 23744393 45° - 9.50”rad. 43036242

23748893 90° - 9.50”rad. 43032102

Notes:

1. Schedule 80 PVC conduit should be used for above ground applications.

2. Schedule 80 PVC conduit is stocked in 10 ft lengths.

3. PVC conduit has one belled and one plain end.

4. PVC elbows have plain ends.

5. PVC cement is required for each joint. (One quart of PVC cement covers approximately 90 joints of 2" conduit.)

6. A 5° coupling is stocked for only the 2" conduit (5° coupling SAP# is 23747573).

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APPROVED ELECTRICAL CONTRACTORS

DX & TX OVERHEAD

Hawkeye, LLC M.J. Electric, Inc.

100 Marcus Blvd 1047 Shoemaker Avenue Hauppague, NY 11788 PO Box 310 Tel: 631-447-3100 Shoemaker, PA 19555-310 Fax: 631-776-1847 Tel: 610-562-7570 x 4802 Att: Rick Reed – Mgr-Operations Fax: 610-562-1375 email: rreed@hawkeyellc.com Att: Mike Troutman email: mtroutman@mjelectric.com

Henkels & McCoy, Inc. Asplundh 985 Jolly Road 161 Second Street Blue Bell, PA 19422 Wilkes Barre, PA 18702 Tel: 732-919-7933 Tel: 570-947-1101 Fax: 732-919-7935 Fax: 570-822-0770 Att: Ted Schwertheim Attn: Vincent Stanbro email: HMJCPLBidpackage@henkels.com email: v.stanbro@asplundh.com

JBL Electric Inc. Tri-M Corp 3001 South Clinton Avenue PO Box 69 South Plainfield, NJ 07080 204 Gale Lane Tel: 800-525-4628 Kennett Square, PA 19348 Att: Jerry Reid Tel: 610-444-1001 ext 200 email: jreid@jblelectric.com Fax: 484-731-0209 Cell 973-900-2871 Attn: Katie Bleiler email: kbleiler@energtest.com

MYR (Harlan & The L.E. Myers Company) Richardson & Wayland 1416 Trindle Road 3-A PO Box 12648 Carlisle, PA 17013-9718 Roanoke, VA 24027 Tel: 717-243-4600 Tel: 540-344-3244 Fax: 717-243-3633 Attn: Andy Euclide Att: Jon Arganbright email: aeuclide@rwec.com email: jarganbright@myrgroup.com

SREC Resources PO Box 7250 Sussex, NJ 07461 Attn: Chris Reese Tel: 973-875-5101 x123

FAX: 973-875-2394

creese@sussexrec.com

Riggs Distler & Co., Inc 4 Esterbrook Lane, Cherry Hill, NJ 08003 POC: Scott Zemaitatis Office: 856-433-6007 Fax: 856-433-6035 Cell: 609-254-3858 scottzemaitatis@riggsdistler.com

Demeter Electric 896 Bushkill Center Rd Nazareth, PA 18064 POC: Rich Demeter Office: 610-759-4513 Fax: 610-759-5799 Cell: 484-634-0265 Demeter Electric LLC <demeterelectric@verizon.net, Valiant Power group 1 Commerce Street Branchberg, NJ 08876 POC: Brian Jopling Office: 800-566-0504 Fax: 908-651-0938 Cell: 215-266-4882 bjopling@valiantenergyservice.com estimating@valiantenergyservice.com

APPROVED ELECTRICAL CONTRACTORS

DX & TX -UG (CIVIL & ELECTRICAL)

Henkels & McCoy, Inc.

985 Jolly Road Blue Bell, PA 19422 Tel: 609-526-9226 Fax: 609-526-9682 Att: James Rudolph email: HMJCPLBidpackage@henkels.com

JBL Electric Inc.

250 Lackawanna Ave West Paterson, NJ 07424 Tel: 973-774-4218 Attn: Jim Leary – President email: jleary@jblelectric.com Cell 908-310-7726

SREC Resources PO Box 7250 Sussex, NJ 07461 Attn: Chris Reese Tel: 973-875-5101 x123

FAX: 973-875-2394

creese@sussexrec.com

APPROVED CONTRACTORS

DX & TX-UG (CIVIL ONLY – NON ELECTRICAL)

Union Paving & Construction 1140 Globe Ave Mountainside, NJ 07092 Tel: 908-232-0738 Fax: 908-232-4100 Attn: Scott Woodfield - CFO email: swoodfield@unionpaving.com

J. Fletcher Creamer & Son, Inc. HC Constructors 1701 E. Linden Avenue PO Box 855 Linden, NJ 07036 Whitehorse Station, NJ 08889 Tel: 908-925-3200 Tel: 908-534-3833 Fax: 908-925-3350 FAX: 908-534-3851 Att: Ted Paliwoda Attn: Harry Chowansky - VP email: tpaliwoda@jfcson.com email:

hchowansky@hcconstructors.com W&B 75 South Gold Drive Hamilton, NJ 08691 Tel: 609-584-1100 Attn: C. Waters – Principal Email: cwaters@watersandbugbee.com

George Harms Construction Co, Inc PO Box 817 Farmingdale, NJ 07727 Tel: 732-938-4004 Fax: 732-938-2782 Attn: James Duffe – Vice President Project Management Email: jduffe@ghcci.com

Kline Construction Company 240 Waveland Avenue, Galloway NJ 08025 Poc: Pete Deirocini Office # 856-728-7773 Fax# 867-728-4868 Cell# 609-703-8335 Email: pete@klineconstruction.net

SECTION 00 90 07

TEST PILE DATA FOR PORT MONMOUTH CONTRACTS 2 AND 3

TEST PILE DATA FOR PORT MONMOUTH CONTRACT 2

September 30, 2017 Anselmi & DeCicco, Inc.

1977 Springfield Avenue Maplewood, New Jersey 07040

Attn: Mr. Henry Meyers

Re: Dynamic Pile Testing Report

HSDRP, Raritan Bay and Sandy Hook, Phase II Port Monmouth, Monmouth Co., NJ

GRL Job No. 174052-2

Mr. Meyers:

As requested, GRL performed dynamic load testing for the above referenced project. The testing summarized in this report was performed between the dates of September 21 and 29, 2017. GRL utilized a Pile Driving Analyzer® to acquire and field process measurements taken on the tested piles during driving and restrike/redrive. Analyses were performed with Pile Driving Analyzer and CAPWAP® programs. A description of our methods is given in Appendix A. Summaries of PDA and CAPWAP results are provided in Tables 1 and 2. Appendix B contains complete PDA results and Appendix C presents CAPWAP results.

FIELD DETAILS

Monitored Piles

The monitored piles were steel, 18-in outer diameter (O.D.) pipe piles with wall thicknesses (W.T.) of 0.625-in. The piles were reported to be fabricated from ASTM A-252 modified Gr. 3 steel, which has a minimum yield strength of 50 ksi.

We note that piles TP1, TP3 and TP6 consisted of two 50-ft sections spliced using a full penetration weld, while piles TP2, TP4 and TP5 consisted of two 50-ft sections spliced using a collar splice.

Required Ultimate Capacity We were informed that the required ultimate capacity was 400 kips.

Hammer and Driving System The piles were driven with a Pileco D30-32 single-acting diesel hammer.

According to the manufacture’s literature, this hammer has a ram weight of 6.62 kips and a rated energy of 70.0 kip-ft. During testing the hammer was operated on the maximum fuel setting (F.S. #4).

Anselmi & DeCicco, Inc. September 30, 2017

GRL Engineers, Inc.

Soil Soil boring PM14-04A depicts loose to medium dense sand from -14.5 to -53 ft elevation. From -53 to -73 ft elevation, very stiff clay with sand is seen. From -73 to -88 ft elevation, stiff clay is seen, followed by very stiff clay down to the terminal boring depth of -100 ft elevation. Soil boring PM14-05A depicts very loose to medium dense sand from -14.5 to -49 ft elevation. From -49 to -94 ft elevation, medium to very stiff clay with occasional lignite is seen. From -94 ft elevation down to the terminal boring depth of -101 ft elevation, very hard clay is seen. For further details and references of these soil borings related to this project refer the soil borings the soil boring logs prepared by the New York District Corps of Engineers.

Testing Sequence September 19, 2017 – No dynamic testing was performed due to circumstances outside the control of GRL.

September 21, 2017 – Piles TP1, TP4 and TP6 were tested during initial drive.

These piles were driven to final penetrations of approximately 75.75 feet below reference (to tip elevations of approximately -90 ft).

September 22, 2017 – Piles TP2, TP3 and TP5 were tested during initial drive.

These piles were driven to final penetrations approximately between 76.0 and 77.5 feet below reference (to tip elevations of approximately -90 ft).

September 28, 2017 – Piles TP1 and TP4 were tested during restrike and re-driven deeper, while pile TP6 was tested during restrike.

September 29, 2017 – Piles TP2, TP3 and TP5 were tested during restrike.

Instrumentation Dynamic measurements were obtained with pairs of piezo-resistive accelerometers and strain transducers attached at opposite sides of the pile, near the pile top. Analog signals from the gages were conditioned, digitized, stored and processed with a Model 8G, Pile Driving Analyzer. Selected output from the PDA typically included for each hammer blow among others the following values:

CSX – the maximum compressive stress at the sensor location, averaged over the pile cross section

CSB - the maximum compressive stress calculated at the pile bottom

EMX – the maximum energy transferred to the sensor location at the pile top

STK – calculated hammer stroke, based on measured time between impacts

BPM – the hammer rate in blows per minute

RX9/RX9F – the Case Method calculated bearing capacity based on a Case damping factor JC = 0.9. RX9 agreed well with CAPWAP analysis results from data obtained at the end of initial drive (EOID) while RX9 with a JF value of

0.92 agreed well with CAPWAP analysis results from data obtained at the beginning of restrike (BOR)

Pile top force and velocity traces were viewed on the PDA's graphic screen during monitoring to evaluate data quality, pile integrity and aspects of soil resistance.

Stored dynamic data and the PDA field results were the basis of the laboratory analyses presented in this report. A schematic of our equipment setup is shown in Appendix A. The PDA results were further summarized as averages and are presented in Table 1.

ANALYSIS AND RESULTS

CAPWAP Analysis

CAPWAP analyses were performed for the tested piles on data collected at the end of initial drive and beginning of restrike. The CAPWAP method is described in Appendix A. In general, the method involves a signal matching procedure which yields as a result the shaft resistance and end bearing components in addition to damping factors and soil quakes. CAPWAP results are included in Appendix C and summarized in Table 2.

Discussion of Dynamic Measurement Results

Hammer Performance The transferred energy at the end of driving, calculated from the pile top force and velocity measurements, averaged over the final increment ranged from 28.7 to

34.1 kip-ft. These energy transfer levels correspond to energy transfer ratios of 41 and 49%. At the beginning of restrike/redrive, the average transferred energy ranged from 33.4 to 40.1 kip-ft. These energy transfer levels correspond to energy transfer ratios of 48 and 57%.

The energy transfer ratio is the measured transferred energy divided by the rated hammer energy. A statistical summary of transfer ratios for diesel hammers on steel piles at the end of driving is given for comparison in Figure 1. The data in Figure 1 was compiled by GRL Engineers for the end of drive situations and for hammers set to operate at their maximum energy levels.

Pile Stresses Measured compressive stresses, averaged over the cross section at the sensor location, were generally below 30 ksi. CAPWAP analysis indicated maximum compressive stresses at other pile locations of 30.0 ksi. These stresses were below the recommended compressive stress limit of 90% of the steel’s yield strength, which corresponds to 45 ksi. Furthermore, no detectable pile damage below the location of the measurement gages was observed in the collected force and velocity measurements.

Please note that all calculated stresses are averages over the cross section. Non-uniform hammer impacts or a non-uniform resistance at the bottom of the pile may therefore cause additional and potentially damaging stresses. It is always strongly recommended that hammer pile alignment is maintained to avoid high non-uniform stresses.

Bearing capacity

The Case Method estimates of static capacity are shown in Table 1. CAPWAP analyses performed on data from the end of initial drive for all the tested piles resulted in capacities ranging from 255 to 290 kips, which were below the required ultimate capacity of 400 kips. At the beginning of restrike, the CAPWAP mobilize capacities ranged from 410 to 450 kips, which were above the required ultimate capacity of 400 kips.

The results from the CAPWAP analyses are presented in Table 2. Table 2 summarizes the total capacities along with the skin friction and end bearing components.

CONCLUSIONS

Dynamic testing was performed on piles TP1, TP2, TP3, TP4, TP5 and TP6 during initial drive and restrike/redrive between the dates of September 21st and 29th, 2017. The Case Method results are summarized in Table 1 while the complete results are included in Appendix B.

CAPWAP analyses were performed for the tested piles on data obtained at the end of initial driving and beginning of restrike. The results of the CAPWAP analyses is summarized in Table 2 while the complete results are included in Appendix C.

Based on the dynamic test results and field observations, the total mobilized capacities for the six

(6) tested piles ranged (from CAPWAP analyses) from 255 to 290 kips at equivalent blow counts of 36 blows per ft. These capacities were below the minimum required ultimate capacity of 400 kips. After a 1-week wait period the test piles were again tested during restrike/redrive, at which time the tested piles had mobilized CAPWAP capacities ranging from 410 to 450 kips at blow counts of 5 to 10 blows per inch at the beginning of restrike. These capacities were above the minimum required ultimate capacity of 400 kips. We note that the tested piles during restrike/redrive after a 1-week wait period exhibited increases in capacity over time, likely due to effects from soil setup (time-dependent pore pressure dissipation). The increases of capacities ranged from 125 to 165 kips.

We note that based on dynamic testing results and reported field observations, the required ultimate capacity of 400 kips may be achieved at 5 blows per inch, for three (3) consecutive inches (in order to account for possible soil variability and/or potential inaccuracies of the inch marks), with the Pileco D30-32 single acting diesel hammer operating at a minimum stroke of 9.1 ft (hammer set to operate at fuel setting # 4) transferring a minimum energy of 39.6 kip-ft.

Alternatively, the required ultimate capacity of 400 may be achieved at 6 blows per inch, for three (consecutive inches) with the Pileco D30-32 single acting diesel hammer operating at a minimum stroke of 8.4 ft transferring a minimum energy of 33.5 kip-ft.

Compressive stresses were below the recommended limit for the piles tested. The force and velocity records did not indicate any evidence of detectable pile damage.

LIMITATIONS

This report transmits the results of tests performed by GRL Engineers, Inc. with the intent of providing test data obtained with the Pile Driving Analyzer Model 8G and analyzed with the CAPWAP program for subsequent evaluation of capacity and integrity. Dynamic test and analysis results pertain to the conditions prevailing at the time of testing. Changes in subsurface conditions with time, different subsurface conditions at other locations not tested, changes in the hammer condition, or the use of different installation methods may significantly alter the applicability of our findings. Please refer to Appendix A for other dynamic test limitations and additional design considerations not addressed by GRL.

We appreciate the opportunity to be of assistance to you on this project. Please contact our office should you have any questions regarding this submittal, or if we may be of further service in any way.

Sincerely, GRL ENGINEERS, INC.

Glenn R. Santulli

Alex Ryberg Professional Engineer

Pile Test Test 1 Reference 2 Pile 3 Blow 4 Transf'd Calculated5 Case 7 Mobilized

No. Date Type Penetration Tip Count Energy Hammer Method CAPWAP

Depth Elevation Stroke Force Stress RX9 / RX9F Capacity

(ft) (ft) (blow/set) (kip‐ft) (ft) (kips) (ksi) (kips) (kips)

TP1 9/21/17 EOID 75.8 ‐90.0 30 / 9‐in 30.4 8.1 850 24.9 279 290 9/28/17 BOR 75.8 ‐90.0 10, 7, 6 / in 34.5 8.5 970 28.4 430 445

9/28/17 EOR 91.0 ‐105.3 91 / ft 29.3 8.9 864 25.3 422 455

TP4 9/21/17 EOID 75.8 ‐90.0 27 / 9‐in 28.8 8.0 846 24.8 254 255

9/28/17 BOR 75.8 ‐90.0 6, 6, 5 / in 39.2 9.5 990 29.0 400 410

9/28/17 EOR 91.0 ‐105.3 77 / ft 32.2 8.7 895 26.2 428 450

TP6 9/21/17 EOID 75.8 ‐90.0 27 / 9‐in 34.1 8.7 890 26.1 298 280

9/28/17 BOR 75.9 ‐90.1 6, 6, 8 / in 35.0 9.2 957 28.1 428 420

TP2 9/22/17 EOID 76.0 ‐90.0 36 / ft 28.7 8.1 836 24.5 271 280

9/29/17 BOR 76.0 ‐90.0 5, 5, 6 / in 39.6 9.1 1002 29.4 440 430

TP3 9/22/17 EOID 77.5 ‐90.0 18 / 6‐in 32.0 8.5 933 27.3 311 285

9/29/17 BOR 77.5 ‐90.0 8, 9, 5 / in 33.4 8.7 913 26.8 472 450

TP5 9/22/17 EOID 76.0 ‐90.0 36 / ft 29.6 8.1 839 24.6 284 285

9/29/17 BOR 76.0 ‐90.0 5, 5, 6 / in 40.1 9.2 978 28.7 406 410

1 ‐ EOID: end of initial drive, BOR: beginning of restrike/redrive, EOR: end of redrive

2 ‐ Penetration depth below reference as reported by the project inspector

3 ‐ Reported pile tip elevation

4 ‐ As reported by the project inspector

5 ‐ Calculated by the PDA based on the time between impacts

6 ‐ Average across pile section, at the gage location

7 ‐ Case Method Estimate using a damping factor of 0.9 for EOID / with a JF value of 0.92 for BOR and EOR

Pile Test 1 Reference 2 Blow Maximum

No. Type Penetration Count Stress Total Shaft Toe Shaft Toe Shaft Toe

Depth (ft) (blows/set) (ksi) (kips) (kips) (kips) (sec/ft) (sec/ft) (in) (in)

TP1 EOID 75.8 30 / 9‐in 25.0 290 220 70 0.30 0.28 0.17 0.34

BOR 75.8 10, 7, 6 / in 28.7 445 350 95 0.33 0.40 0.22 0.26

EOR 91.0 91 / ft 25.0 455 360 95 0.33 0.40 0.23 0.26

TP4 EOID 75.8 27 / 9‐in 24.8 255 175 80 0.31 0.38 0.12 0.34

BOR 75.8 6, 6, 5 / in 30.0 410 320 90 0.28 0.21 0.29 0.34

EOR 91.0 77 / ft 26.3 450 360 90 0.35 0.15 0.28 0.13

TP6 EOID 75.8 27 / 9‐in 26.8 280 180 100 0.34 0.33 0.15 0.40

BOR 75.9 6, 6, 8 / in 29.1 420 320 100 0.34 0.37 0.24 0.27

TP2 EOID 76.0 36 / ft 25.2 280 185 95 0.31 0.34 0.14 0.38

BOR 76.0 5, 5, 6 / in 28.8 430 335 95 0.33 0.40 0.29 0.26

TP3 EOID 77.5 18 / 6‐in 27.3 285 195 90 0.33 0.30 0.20 0.37

BOR 77.5 8, 9, 5 / in 27.1 450 360 90 0.33 0.40 0.25 0.18

TP5 EOID 76.0 36 / ft 25.4 285 200 85 0.31 0.33 0.15 0.39

BOR 76.0 5, 5, 6 / in 27.5 410 325 85 0.38 0.40 0.26 0.25

Soil QuakeSoil DampingMobilized Compressive Capacity

Table 1: Summary of Case Method Results

HSDRP, Raritan Bay and Sandy Hook, Phase II; Port Monmouth, NJ

TABLE 2: Summary of CAPWAP Results

Hammer: PILECO D30‐32 Fuel Setting # 4

Hammer: PILECO D30‐32 Fuel Setting # 4

Average 6

Compressive

Appendix B

Summary of Dynamic Test Results

GRL Engineers, Inc. - PDIPLOT2 Ver 2016.1.56.3 - Case Method & iCAP® Results Printed: 21-September-2017 Test started: 21-September-2017

HSDRP PHASE II - TP1 EOID

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

44.0

50.0

56.0

62.0

68.0

74.0

80.0

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9 (kips) Max Case Method Capacity (JC=0.9)

BLC (bl/ft) Blow Count

0 200 400 600 800

0 36 72 108 144

GRL Engineers, Inc. Page 1 Case Method & iCAP® Results PDIPLOT2 2016.1.56.3 - Printed 21-September-2017

HSDRP PHASE II - TP1 EOID 18X0.625 PP, OE

OP: AR Date: 21-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9: Max Case Method Capacity (JC=0.9) BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

31 48.00 10 AV30 909 26.6 12.1 28.6 42 34.9 50 7.9 238

57 49.00 26 AV26 871 25.5 12.2 27.2 43 32.3 46 7.4 220

78 50.00 21 AV21 849 24.9 11.9 27.4 44 31.1 44 7.3 226

106 51.00 28 AV28 839 24.6 12.0 27.7 44 30.6 44 7.2 229

132 52.00 26 AV26 837 24.5 12.0 27.7 44 30.1 43 7.2 237

163 53.00 31 AV31 834 24.4 12.2 26.8 44 30.1 43 7.3 251

372 60.00 30 AV208 832 24.4 12.9 26.2 43 30.2 43 7.4 263

402 61.00 30 AV30 809 23.7 13.4 27.2 43 30.5 44 7.6 258

433 62.00 31 AV30 809 23.7 13.5 27.4 43 30.3 43 7.7 255

497 64.00 32 AV64 819 24.0 13.8 27.3 42 30.4 43 7.7 251

528 65.00 31 AV31 824 24.1 14.0 26.5 42 30.1 43 7.8 249

564 66.00 36 AV36 830 24.3 14.2 26.4 42 30.6 44 7.8 238

630 68.00 33 AV66 825 24.2 14.1 27.4 42 30.0 43 7.8 229

671 69.00 41 AV41 839 24.6 14.7 27.6 42 30.6 44 7.9 231

699 70.00 28 AV28 837 24.5 14.5 27.4 42 30.0 43 7.9 239

735 71.00 36 AV35 831 24.3 14.5 26.6 42 29.7 42 7.9 250

774 72.00 39 AV39 830 24.3 14.8 25.1 42 29.4 42 8.0 266

812 73.00 38 AV38 830 24.3 15.2 25.3 42 29.8 43 8.0 260

854 74.00 42 AV42 833 24.4 15.1 25.6 42 29.9 43 8.0 267

886 75.00 32 AV32 835 24.5 15.0 25.7 42 29.6 42 8.1 278

916 75.75 40 AV27 850 24.9 15.3 26.0 41 30.4 43 8.1 279

GRL Engineers, Inc. Page 2

HSDRP PHASE II - TP1 EOID 18X0.625 PP, OE

OP: AR Date: 21-September-2017

Sensors

Blows: 2-915

Sensor Type Serial Nr. Calibration Replay Factor F2 Strain L810 144.7 1.00 F3 Strain N603 149.8 1.00 A1 PR Accel K4919 365.0 1.00 A4 PR Accel K2562 315.0 1.00

Time Summary

Drive 22 minutes 10 seconds 12:42 PM - 1:04 PM BN 1 - 916

Printed: 28-September-2017 Test started: 28-September-2017

HSDRP PHASE II - TP1 BOR

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

75.00

78.00

81.00

84.00

87.00

90.00

93.00

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9F (kips) Maximum Case Method Capacity, Factored

BLC (bl/ft) Blow Count

Case Method & iCAP® Results PDIPLOT2 2016.1.56.3 - Printed 28-September-2017

HSDRP PHASE II - TP1 BOR 18X0.625 PP, OE

OP: AR Date: 28-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9F: Maximum Case Method Capacity, Factored BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9F ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

10 75.83 120 AV8 970 28.4 20.5 31.6 40 34.5 49 8.5 430

17 75.92 84 AV7 944 27.7 19.5 31.2 41 32.0 46 8.4 432

23 76.00 72 AV4 946 27.7 19.5 30.9 41 33.5 48 8.4 424

83 77.00 60 AV58 913 26.8 18.5 29.6 41 32.0 46 8.2 404

138 78.00 55 AV54 922 27.0 18.4 31.8 41 31.4 45 8.2 390

193 79.00 55 AV55 928 27.2 19.0 30.0 41 30.8 44 8.4 363

249 80.00 56 AV56 931 27.3 19.0 30.6 41 31.6 45 8.4 365

305 81.00 56 AV56 925 27.1 19.0 30.1 41 30.8 44 8.4 365

361 82.00 56 AV56 924 27.1 19.8 30.2 41 30.2 43 8.3 346

416 83.00 55 AV55 899 26.3 19.5 28.7 41 29.8 43 8.3 334

472 84.00 56 AV56 889 26.1 19.3 28.5 41 29.7 42 8.4 348

537 85.00 65 AV65 869 25.5 19.0 28.0 41 29.2 42 8.3 369

606 86.00 69 AV68 872 25.6 19.6 28.5 41 29.9 43 8.4 398

680 87.00 74 AV74 890 26.1 20.9 30.9 40 30.7 44 8.6 424

759 88.00 79 AV78 880 25.8 21.6 30.5 40 29.9 43 8.6 429

846 89.00 87 AV87 873 25.6 21.8 30.5 40 29.6 42 8.7 427

931 90.00 85 AV85 858 25.1 21.3 30.3 40 29.5 42 8.7 422

1021 91.00 91 AV88 864 25.3 21.4 31.4 40 29.3 42 8.9 422

Sensors

HSDRP PHASE II - TP1 BOR 18X0.625 PP, OE

OP: AR Date: 28-September-2017

Blows: 3-1020

Sensor Type Serial Nr. Calibration Replay Factor F1 Strain N848 149.7 1.00 F4 Strain N826 151.7 1.00 A2 PE Accel 20983 1010.0 off A3 PR Accel K4919 365.0 1.00

Drive 26 minutes 6 seconds 8:37 AM - 9:03 AM BN 1 - 1022

HSDRP PHASE II - TP4 EOID

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

44.0

50.0

56.0

62.0

68.0

74.0

80.0

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9 (kips) Max Case Method Capacity (JC=0.9)

BLC (bl/ft) Blow Count

HSDRP PHASE II - TP4 EOID 18X0.625 PP, OE

OP: AR Date: 21-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9: Max Case Method Capacity (JC=0.9) BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

97 50.00 19 AV91 914 26.8 10.8 27.6 43 32.8 47 7.7 227

187 54.00 23 AV90 925 27.1 11.2 28.2 42 32.1 46 7.8 249

213 55.00 26 AV24 921 27.0 11.6 28.0 42 31.2 45 7.7 261

238 56.00 25 AV25 931 27.3 12.1 28.5 42 32.1 46 7.8 266

262 57.00 24 AV24 923 27.1 12.0 27.9 42 31.1 44 7.8 271

291 58.00 29 AV28 920 27.0 12.6 27.9 42 31.4 45 7.8 268

313 59.00 22 AV22 918 26.9 12.5 28.2 42 31.1 44 7.8 267

362 61.00 25 AV46 921 27.0 12.8 28.5 42 31.8 45 7.8 259

386 62.00 24 AV24 914 26.8 12.6 28.9 42 30.9 44 7.8 261

412 63.00 26 AV25 916 26.8 12.8 28.7 42 31.2 45 7.8 262

438 64.00 26 AV26 913 26.8 12.9 28.6 42 31.6 45 7.8 260

490 66.00 26 AV51 916 26.8 13.0 28.7 42 31.2 44 7.9 258

517 67.00 27 AV27 913 26.8 13.1 28.8 42 30.7 44 7.9 258

600 70.00 28 AV83 907 26.6 13.3 28.5 42 31.1 44 7.9 256

694 73.00 31 AV93 890 26.1 13.8 28.5 42 30.3 43 7.9 261

726 74.00 32 AV30 876 25.7 14.1 29.2 42 30.4 43 7.9 250

757 75.00 31 AV31 856 25.1 13.9 29.2 42 29.1 42 7.9 252

783 75.75 36 AV24 846 24.8 13.9 29.1 42 28.8 41 8.0 254

Sensors

Blows: 3-782

Sensor Type Serial Nr. Calibration Replay Factor F1 Strain N848 149.7 1.00 F4 Strain N826 151.7 1.00 A2 PE Accel 20983 1010.0 1.00 A3 PE Accel A20959 1015.0 1.00

HSDRP PHASE II - TP4 EOID 18X0.625 PP, OE

OP: AR Date: 21-September-2017

Drive 18 minutes 32 seconds 10:28 AM - 10:47 AM BN 1 - 783

HSDRP PHASE II - TP4 BOR

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

75.00

78.00

81.00

84.00

87.00

90.00

93.00

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9F (kips) Maximum Case Method Capacity, Factored

BLC (bl/ft) Blow Count

HSDRP PHASE II - TP4 BOR 18X0.625 PP, OE

OP: AR Date: 28-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9F: Maximum Case Method Capacity, Factored BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9F ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

4 75.81 72 AV2 990 29.0 19.7 32.3 38 39.2 56 9.5 400

7 75.85 72 AV2 931 27.3 18.7 31.3 40 34.6 49 8.7 385

12 75.92 72 AV5 901 26.4 18.0 31.9 41 32.6 47 8.5 374

17 76.00 60 AV5 923 27.1 18.0 35.4 40 34.4 49 8.9 383

73 77.00 56 AV54 900 26.4 17.6 31.8 41 33.2 47 8.5 373

131 78.00 58 AV58 875 25.6 17.5 35.3 41 31.5 45 8.3 357

189 79.00 58 AV54 851 25.0 17.0 37.2 41 30.7 44 8.3 353

306 81.00 59 AV116 839 24.6 17.7 38.1 41 30.2 43 8.3 359

362 82.00 56 AV53 819 24.0 17.1 38.8 41 29.6 42 8.4 367

417 83.00 55 AV52 813 23.8 17.1 39.4 41 29.7 42 8.4 382

486 84.00 60 AV68 821 24.1 17.6 39.9 40 30.4 43 8.6 393

536 85.00 60 AV50 878 25.7 19.0 37.8 40 32.2 46 8.7 400

609 86.00 73 AV70 873 25.6 20.0 38.0 40 31.9 46 8.6 415

690 87.00 81 AV80 871 25.5 21.0 39.6 40 32.0 46 8.7 424

768 88.00 78 AV78 883 25.9 21.2 35.5 40 32.1 46 8.6 433

847 89.00 79 AV79 891 26.1 21.8 33.6 40 32.8 47 8.7 432

924 90.00 77 AV77 901 26.4 21.9 32.4 40 32.5 46 8.6 425

1004 91.00 77 AV78 895 26.2 22.0 34.5 40 32.2 46 8.7 428

Sensors Blows: 3-1002 Sensor Type Serial Nr. Calibration Replay Factor F2 Strain L810 144.7 1.00 F3 Strain N603 149.8 1.00 A1 PE Accel A20959 1015.0 0.98 A4 PR Accel K2562 315.0 0.98

HSDRP PHASE II - TP4 BOR 18X0.625 PP, OE

OP: AR Date: 28-September-2017

Drive 26 minutes 36 seconds 8:03 AM - 8:29 AM BN 1 - 1004

HSDRP PHASE II - TP6 EOID_1

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

44.0

50.0

56.0

62.0

68.0

74.0

80.0

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9 (kips) Max Case Method Capacity (JC=0.9)

BLC (bl/ft) Blow Count

HSDRP PHASE II - TP6 EOID_1 18X0.625 PP, OE

OP: AR Date: 21-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 95.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9: Max Case Method Capacity (JC=0.9) BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

55 48.00 18 AV53 927 27.2 12.4 31.2 40 38.1 54 8.6 229

78 49.00 23 AV23 897 26.3 12.2 31.1 41 36.9 53 8.5 239

99 50.00 21 AV21 867 25.4 11.7 30.3 41 35.0 50 8.3 240

124 51.00 25 AV25 857 25.1 11.5 31.2 41 34.3 49 8.2 246

172 53.00 24 AV48 857 25.1 11.4 31.7 41 34.3 49 8.2 246

195 54.00 23 AV22 861 25.2 11.6 31.0 41 33.8 48 8.3 233

270 57.00 25 AV74 877 25.7 12.2 31.0 41 34.2 49 8.3 239

295 58.00 25 AV25 887 26.0 12.8 32.2 41 34.5 49 8.4 244

319 59.00 24 AV23 888 26.0 12.8 32.4 41 34.3 49 8.4 243

345 60.00 26 AV25 899 26.4 12.9 32.9 41 34.4 49 8.5 250

479 65.00 27 AV133 918 26.9 13.4 32.8 40 34.5 49 8.6 246

508 66.00 29 AV29 907 26.6 13.3 34.0 40 33.4 48 8.7 257

532 67.00 24 AV24 911 26.7 13.4 34.6 40 34.7 49 8.7 254

592 69.00 30 AV60 911 26.7 14.2 35.5 40 32.0 46 8.7 256

624 70.00 32 AV32 907 26.6 15.0 36.6 40 33.2 47 8.7 272

654 71.00 30 AV30 929 27.2 15.3 36.7 40 35.3 50 8.7 288

684 72.00 30 AV30 933 27.3 15.1 37.3 40 35.0 50 8.7 291

716 73.00 32 AV32 942 27.6 15.5 37.3 40 35.3 50 8.8 297

747 74.00 31 AV31 905 26.5 14.9 37.1 40 34.4 49 8.7 298

780 75.00 33 AV31 893 26.2 15.3 37.5 40 33.9 48 8.7 295

807 75.75 36 AV26 890 26.1 16.0 39.3 40 34.1 49 8.7 298

HSDRP PHASE II - TP6 EOID_1 18X0.625 PP, OE

OP: AR Date: 21-September-2017

Sensors

Blows: 3-806

Sensor Type Serial Nr. Calibration Replay Factor F2 Strain L810 144.7 1.00 F3 Strain N603 149.8 1.00 A1 PR Accel K4919 365.0 1.00 A4 PR Accel K2562 315.0 1.00

Time Summary

Drive 19 minutes 41 seconds 9:14 AM - 9:34 AM (9/21/2017) BN 1 - 779 Stop 10 minutes 28 seconds 9:34 AM - 9:44 AM Drive 40 seconds 9:44 AM - 9:45 AM BN 780 - 807

Total time [00:30:50] = (Driving [00:20:22] + Stop [00:10:28])

HSDRP PHASE II - TP6 BOR

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

75.75

75.83

75.92

76.00

76.08

76.17

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9F (kips) Maximum Case Method Capacity, Factored

BLC (bl/ft) Blow Count

HSDRP PHASE II - TP6 BOR 18X0.625 PP, OE

OP: AR Date: 28-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 95.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9F: Maximum Case Method Capacity, Factored BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9F ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

12 75.92 72 AV5 957 28.1 20.6 28.9 32 35.0 50 9.2 428

20 76.00 96 AV8 954 28.0 20.2 28.6 40 34.5 49 8.6 422

26 76.08 72 AV4 957 28.0 19.8 28.9 41 34.1 49 8.5 416

Sensors

Blows: 8-24

Sensor Type Serial Nr. Calibration Replay Factor F1 Strain L810 144.7 1.00 F4 Strain N826 151.7 1.00 A2 PE Accel 20983 1010.0 1.00 A3 PR Accel K4919 365.0 1.00

BL# Comments

7 STOP TO REPLACE BAD STRAIN GAGE - NO USABLE DATA OBTAINED TO THIS POINT

Time Summary

Drive 8 seconds 9:55 AM - 9:55 AM (9/28/2017) BN 1 - 7 Stop 12 minutes 1 second 9:55 AM - 10:07 AM Drive 26 seconds 10:07 AM - 10:08 AM BN 8 - 26

Total time [00:12:36] = (Driving [00:00:35] + Stop [00:12:01])

Printed: 22-September-2017 Test started: 22-September-2017

HSDRP PHASE II - TP2 EOID

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

44.0

50.0

56.0

62.0

68.0

74.0

80.0

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9 (kips) Max Case Method Capacity (JC=0.9)

BLC (bl/ft) Blow Count

Case Method & iCAP® Results PDIPLOT2 2016.1.56.3 - Printed 22-September-2017

HSDRP PHASE II - TP2 EOID 18X0.625 PP, OE

OP: AR Date: 22-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9: Max Case Method Capacity (JC=0.9) BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

8 44.96 17 AV3 860 25.2 9.9 26.5 28 32.2 46 8.2 213

26 46.00 17 AV18 844 24.7 9.4 25.7 43 30.9 44 7.4 218

44 47.00 18 AV18 811 23.8 8.9 25.6 44 28.3 40 7.1 210

61 48.00 17 AV17 811 23.8 8.8 25.1 44 29.2 42 7.1 210

76 49.00 15 AV15 815 23.9 8.8 24.7 44 29.5 42 7.1 207

95 50.00 19 AV17 815 23.9 8.7 25.0 44 29.0 41 7.1 223

114 51.00 19 AV19 827 24.2 9.8 25.7 44 28.9 41 7.3 208

134 52.00 20 AV20 832 24.4 9.8 25.9 44 29.4 42 7.3 215

152 53.00 18 AV17 827 24.2 9.5 25.7 44 30.3 43 7.3 221

174 54.00 22 AV22 831 24.3 9.9 25.7 44 29.6 42 7.3 232

195 55.00 21 AV20 843 24.7 10.1 25.5 43 30.4 43 7.4 238

216 56.00 21 AV21 847 24.8 10.4 25.3 43 30.2 43 7.4 250

239 57.00 23 AV23 855 25.1 10.6 25.6 43 30.2 43 7.5 264

263 58.00 24 AV24 848 24.9 11.2 25.9 43 30.1 43 7.5 270

286 59.00 23 AV23 852 25.0 11.2 25.8 43 29.8 42 7.6 262

311 59.98 26 AV25 851 24.9 11.2 26.0 43 29.6 42 7.6 261

337 61.00 26 AV25 855 25.1 11.6 25.8 43 30.1 43 7.6 268

362 62.00 25 AV25 855 25.1 11.7 25.7 43 30.1 43 7.7 269

388 63.00 26 AV25 856 25.1 12.0 26.0 42 30.6 44 7.7 267

414 64.00 26 AV25 860 25.2 12.1 26.1 42 30.8 44 7.8 267

440 65.00 26 AV24 865 25.3 12.2 26.1 42 30.4 43 7.8 263

466 66.00 26 AV25 865 25.3 12.5 26.3 42 30.0 43 7.8 272

495 67.00 29 AV27 858 25.1 12.7 26.1 42 29.7 42 7.8 268

HSDRP PHASE II - TP2 EOID 18X0.625 PP, OE

OP: AR Date: 22-September-2017 BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

522 68.00 27 AV27 859 25.2 12.8 26.2 42 29.5 42 7.9 261

550 69.00 28 AV27 855 25.0 12.8 26.0 42 29.3 42 7.9 256

578 70.00 28 AV28 863 25.3 12.9 26.5 42 29.5 42 8.0 267

608 71.00 30 AV28 858 25.2 13.4 25.8 42 29.6 42 8.0 269

641 72.00 33 AV32 846 24.8 13.6 26.4 42 29.1 42 8.1 266

675 73.00 34 AV34 833 24.4 13.6 25.0 42 28.7 41 8.1 258

707 74.00 32 AV32 840 24.6 13.9 25.5 41 29.1 42 8.1 264

740 75.00 33 AV31 839 24.6 14.1 26.9 41 29.1 41 8.1 265

776 76.00 36 AV35 836 24.5 14.4 27.5 41 28.7 41 8.1 271

Sensors

Blows: 4-775

Sensor Type Serial Nr. Calibration Replay Factor F1 Strain N848 149.7 0.98 F4 Strain N826 151.7 0.98 A2 PE Accel 20983 1010.0 1.03 A3 PE Accel A20959 1015.0 1.03

Drive 18 minutes 37 seconds 12:31 PM - 12:50 PM BN 1 - 776

Printed: 29-September-2017 Test started: 29-September-2017

HSDRP PHASE II - TP2 BOR

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

76.00

76.08

76.17

76.25

76.33

76.42

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9F (kips) Maximum Case Method Capacity, Factored

BLC (bl/ft) Blow Count

Case Method & iCAP® Results PDIPLOT2 2016.1.56.3 - Printed 29-September-2017

HSDRP PHASE II - TP2 BOR 18X0.625 PP, OE

OP: AR Date: 29-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9F: Maximum Case Method Capacity, Factored BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9F ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

5 76.08 60 AV4 1,002 29.4 20.6 29.6 39 39.6 56 9.1 440

10 76.17 60 AV5 981 28.8 20.1 29.1 40 38.1 54 8.9 433

16 76.25 72 AV6 974 28.5 19.5 29.0 40 37.3 53 8.8 430

Sensors

Blows: 2-16

Sensor Type Serial Nr. Calibration Replay Factor F2 Strain L905 148.5 1.00 F3 Strain N603 149.8 1.00 A1 PE Accel A20959 1015.0 1.00 A4 PR Accel K2562 315.0 1.00

Drive 25 seconds 7:58 AM - 7:58 AM BN 1 - 18

HSDRP PHASE II - TP3 EOID

18X0.625 PP, OE

CSX (ksi) Max Measured Compr. Stress

CSB (ksi) Compression Stress at Bottom

44.0

50.0

56.0

62.0

68.0

74.0

80.0

0.0 10.0 20.0 30.0 40.0

0.0 10.0 20.0 30.0 40.0

EMX (k-ft) Max Transferred Energy

STK (ft) O.E. Diesel Hammer Stroke

0.0 20.0 40.0 60.0 80.0

0.0 3.0 6.0 9.0 12.0

RX9 (kips) Max Case Method Capacity (JC=0.9)

BLC (bl/ft) Blow Count

HSDRP PHASE II - TP3 EOID 18X0.625 PP, OE

OP: AR Date: 22-September-2017 AR: 34.12 in² SP: 0.492 k/ft³ LE: 96.00 ft EM: 30,000 ksi WS: 16,807.9 f/s JC: 0.90 [] FMX: Maximum Force EMX: Max Transferred Energy CSX: Max Measured Compr. Stress ETR: Energy Transfer Ratio CSB: Compression Stress at Bottom STK: O.E. Diesel Hammer Stroke CSI: Max F1 or F2 Compr. Stress RX9: Max Case Method Capacity (JC=0.9) BPM: Blows per Minute BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

28 47.00 28 AV12 840 24.6 11.8 36.8 41 29.9 43 8.5 240

47 48.00 19 AV16 876 25.7 11.9 27.6 40 30.9 44 7.8 245

67 49.00 20 AV20 881 25.8 11.7 29.0 43 32.0 46 7.6 239

90 50.00 23 AV23 861 25.2 11.3 27.5 43 31.0 44 7.4 225

111 51.00 21 AV21 853 25.0 11.1 27.7 44 30.7 44 7.3 220

135 51.98 25 AV24 861 25.2 11.1 28.6 43 30.8 44 7.4 235

160 53.00 25 AV23 862 25.3 11.4 31.3 43 30.3 43 7.4 243

184 54.00 24 AV22 860 25.2 11.3 30.8 43 29.7 42 7.4 248

211 55.00 27 AV26 859 25.2 11.5 29.8 43 29.3 42 7.4 258

238 56.00 27 AV25 842 24.7 12.1 32.0 43 29.3 42 7.5 263

267 57.00 29 AV27 857 25.1 12.4 33.9 42 29.9 43 7.7 260

293 58.00 26 AV25 892 26.1 12.7 32.1 42 31.2 45 7.9 263

319 59.00 26 AV26 906 26.6 13.5 32.2 42 31.8 45 8.0 283

348 60.00 29 AV29 907 26.6 13.4 33.0 42 31.8 45 8.1 287

377 61.00 29 AV27 905 26.5 13.5 33.7 42 31.6 45 8.1 277

398 62.00 21 AV21 907 26.6 13.6 33.9 42 32.2 46 8.1 269

425 63.00 27 AV26 903 26.5 13.6 36.0 41 31.9 46 8.2 260

452 64.00 27 AV27 897 26.3 13.7 36.3 41 31.0 44 8.2 256

481 65.00 29 AV29 896 26.3 13.8 36.2 41 30.7 44 8.2 257

510 66.00 29 AV29 885 26.0 13.6 37.5 41 30.8 44 8.2 248

538 67.00 28 AV28 897 26.3 13.8 36.3 41 30.8 44 8.2 243

567 68.00 29 AV28 905 26.5 14.1 36.7 41 30.9 44 8.3 248

597 69.00 30 AV29 902 26.4 14.0 36.8 41 30.6 44 8.3 247

HSDRP PHASE II - TP3 EOID 18X0.625 PP, OE

OP: AR Date: 22-September-2017 BL# Depth BLC TYPE FMX CSX CSB CSI BPM EMX ETR STK RX9 ft bl/ft kips ksi ksi ksi bpm k-ft (%) ft kips

626 69.98 30 AV29 923 27.0 14.5 35.4 41 31.0 44 8.3 270

656 71.00 30 AV30 924 27.1 14.8 33.0 41 31.2 44 8.2 277

696 72.00 40 AV39 914 26.8 15.0 33.8 41 31.7 45 8.3 267

724 73.00 28 AV27 930 27.2 15.7 32.5 41 32.5 46 8.4 265

755 74.00 31 AV29 933 27.4 15.8 31.8 41 32.0 46 8.4 268

788 75.00 33 AV33 935 27.4 16.1 33.6 41 32.5 46 8.4 276

821 76.00 33 AV32 932 27.3 16.3 34.7 41 32.6 46 8.4 285

856 77.00 35 AV35 932 27.3 16.6 35.1 41 32.8 47 8.5 300

874 77.50 36 AV17 933 27.3 16.6 35.0 41 32.0 46 8.5 311

Sensors

Blows: 5-873

Sensor Type Serial Nr. Calibration Replay Factor F1 Strain N848 149.7 1.00 F4 Strain N826…