WPC 2QBVROZ|d 5f@8,?f\  P6G;?P"m+^8AM``AAA`k2A26``````````66kkkTwkAIwkkwwA6AX`AT`T`TA``66`6````AI6````T\&\hA2hXAAA2AAAAAAAA`6TTTTT}TwTwTwTwTA6A6A6A6``````````T`^```k`TTTTTTTywTwTwTwT````````A6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwT`w6`AkIw6``y``2``@#@WddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`HP LaserJet 4HPLAS4.PRS 4?f\  P6G;\*"P?P2r Z$  X` hp x (#%'0*,.8135@8:, Page,  s5S  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace  s5 it with the name of the project (bolded) . , until you arrive at the document text.(# D.The Guide Specifications are being reviewed and revised. Your technical comments on any guide spec would be greatly appreciated. Also, any specs that are written "from scratch" that would benefit others could be sent to either Dion Dishong or Lori Quayle, RS110.(#  s54  DRAWING DATA REQUIRED: Layout and spacing of piles. Pile design loads. Location of test piles. Design type, size and length. Cutoff elevation. Pile tip reinforcement details. Splice details. Location and depth of preexcavated holes.  s4x  REVISIONS OF THIS SECTION:  r5  CSI format, editorial changes: 8/96 Metric: Technical Update: 5/96 POINT OF CONTACT: Keith Christiansen Phone: (303) 2369501 0*((   X` @ `@ !@  `@ `! X #d6X@8;Oe@# I. A. 1. a.(1)(a) i) a).1 A. 1. a. 1) a)(1)(a) s4  `x(#NDRIVEN PILES Project Name (ftr B)` (#T[5/96]  s4N .02455  ă  b-SECTION 02455 -DRIVEN PILES PART 1P GENERAL(# 1.1p  SUMMARY(#  @@ A.  Section Includes: Furnishing, installing, and testing of [driven wood friction piles[, with preservative treatment,] cut off at elevations required.](#  @@   [driven rolled Hsection steel piles[, with protective coating,] cut off at elevations required.](#  @@   [castinplace concrete filled steel pipe piles[, with conical tip,] end bearing type, terminated at elevations required.](#  @@   [driven prestressed precast concrete piles[, with steel points,] connecting ends for multiple pile sections.](#  @@ B.  Related Sections:(#  ***************************************************** DELETE EITHER 01009 OR 01010. EITHER SECTION 01330 OR 01458 MUST BE USED WHEN 01010 IS USED. ***************************************************** @@   General Information and Requirements(# `(#MSection 01009 @@   Summary of Work(# `(#MSection 01010 @@   Submittal Procedures(# `(#MSection 01330 @@   Testing Laboratory Services(# `(#MSection 01458 @@   Excavation and Fill(# `(#MSection 02315 @@   Structural Steel(# `(#MSection 05120 1.2p  DEFINITIONS(#  @@ A.  Collar: A steel band attached to the top of a wood pile to minimize splitting of the pile during driving operations.(#  @@ B.  Cutoff elevation: The top of the pile, cut to a specific elevation, after driving.(#  @@ C.  Grade Beam: A horizontal structural member placed under the building structural frame, used to transmit building loads to the pile.(#  @@ D.  Tip: A formed steel closure, placed on the bottom end of the pile, used to ease the driving operation through difficult subsoil.(#  1.3p  PERFORMANCE REQUIREMENTS(#  ***************************************************************** Use this article carefully; restrict statements to identify system performance requirements or function criteria only. ***************************************************************** @@ A.  Drive piles to refusal of not less than [ ] blows to achieve [à]millimeters ([ ] inches) of additional depth.(#  @@ B.  Drive piles to [defined load supporting capacity] [load supporting capacity of [ ] kg ([ ] lb)] [as indicated].(#  1.4p  SUBMITTALS(#  ***************************************************************** Do not request submittals if drawings sufficiently describe the products. ***************************************************************** )-**Ԍ@@ A.  General: Submit under provisions of Section 01330 Submittal Procedures. [and Section 01331 Certificates.](#  @@ B.  Shop Drawings: Submit 3 copies that indicate details and schedule of pile installation sequence. Identify [recommended] pile length and [diameter] [shape] to suit [design] [loads] [reinforcing] requirements.(#  @@ C.  Product Data: Submit 3 copies of material that provide details of collars, [tips,] [points,] [splices,] [cushion blocks].(#  @@ D.  Certificates: Submit 3 copies of wood preservative treatment certification.(#  @@ E.  Test Reports: Submit 3 copies for each driving and loadbearing test within 2 days after completion of test.(#  @@ F.  Driving Records: Submit 3 copies for each pile [to Contracting Officer not later than 2 days after driving.] [under provisions of Section 01780 Closeout Submittals.] Include the following data:(#  @@   1. Project name and number.(# @@   2. Name of Contractor.(# @@   3. Pile location, size, length, and number.(# @@   4. Computed pile capacity.(# @@   5. Sequence of driving.(# @@   6. Type and size of equipment.(# @@   7. Type and size of hammer used.(# @@   8. Driving force of each hammer blow.(# @@   9. Number of blows per meter (foot) for entire length of piles and measured set for last 10 blows.(# @@    10. Type of pile driving cap used.(# @@    11. Rate of operation of pile driving equipment.(# @@    12. Elevation of point.(# @@    13. Elevation of butt before and after cutoff.(# @@    14. Ground elevation.(# @@   15. Pile deviation.(# @@   16. Pile uplift and reaction.(# @@   17. Unusual occurrences during pile driving.(# @@   18. Drilling: Hole diameters, start and tip elevations.(# 1.5p  QUALITY ASSURANCE(#  @@ A.  Fabricator Qualifications: Firm which has minimum of 5 years of successful experience in fabrication of precast concrete units similar to units required for this Project with sufficient production capacity to produce required units without causing delay in Work.(#  @@   1. Fabricator must be an active member of the Prestressed Concrete Institute (PCI) and participate in its Plant Certification Program.(# @@ B.  Fabrication Qualifications: Produce precast concrete piles at a fabricating plant engaged primarily in manufacture of similar units unless plant fabrication or delivery to Project site is impractical.(#  @@   1. If units are produced at locations other than precast concrete fabricating plants, maintain procedures and conditions for quality control which are equivalent to plant production.(# @@   2. Comply with PCI MNL 116 "Manual for Quality Control for Plants and Production of Precast and Prestressed Concrete Products."(# @@   3. Allowable Tolerances: Fabricate precast concrete piles to dimensional tolerances recommended by PCI.(# r(-**Ԍ@@ C.  Welder Qualifications: Qualify welders, welding processes, and procedures in accordance with AWS D1.1 "Structural Welding Code Steel."(#  ***************************************************************** Include the following paragraph if the pile design is to be performed by the Contractor. ***************************************************************** @@ D.  Design and select pile components under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of [ ].(#  @@ E.  Regulatory Requirements: Conform to applicable [ ] code for seismic requirements for piling.(#  @@ F.  Pre-installation Conference: Convene one week prior to commencing work of this Section, under provisions of Section 01312 Project Meetings.(#  1.6p  DELIVERY, STORAGE, AND HANDLING(#  @@ A.  Delivery: After pile lengths are verified, deliver materials to Project site in such quantities and at such times to ensure continuity of pile driving operations and adherence to project schedule.(#  @@ B.  Storage: Store piles in orderly groups above ground and blocked to prevent distortion of members.(#  1.7p  PROJECT CONDITIONS(#  ********************************************************* DELETE BELOW IF SUBSURFACE BORING DATA ARE NOT AVAILABLE. ************************************************************ @@ A.  Site Information: Data on indicated subsurface conditions are not intended as representations or warranties of continuity of such conditions. It is expressly understood that the Government will not be responsible for interpretations or conclusions drawn therefrom by Contractor. The data are made available for convenience of Contractor.(#  @@ B.  Protection: Protect structures, underground utilities, and other construction from damage caused by pile driving operations.(#  @@ C.  Benchmarks: Provide surveyed elevation benchmarks on structures where directed by Contracting Officer before commencing work when structures are within 3 meters (10 feet) of pile driving operations. Record and report elevation of each bench mark after driving piles and at least twice a day while pile driving is in progress. Should bench mark readings indicate displacement, halt driving operations until corrective action has been provided by Contractor, and is acceptable to Contracting Officer.(#  1.8p  SCHEDULING(#  @@ A.  Requirements: Schedule Work to perform driving and testing during [à] hours.(#  PART 2.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P PRODUCTS(# 2.1p  TIMBER PILES(#  ************************************************************ ASTM D25 permits any species of wood, peeled or unpeeled, of tapered length, and is based on structural strength, but requiring either the tip or the butt diameter to be identified. *************************************************************r(-**Ԍ@@ A.  General: Provide round, [cleanpeeled] [unpeeled] [Douglas Fir] [Southern Pine] timber piles, one piece from butt to tip, complying with ASTMD 25.(#  @@   1. [Splices are not permitted.] [Splices permitted only below elevation [ ].](# ************************************************************** BELOW ALLOWS THE USE OF CREOSOTE, PENTACHLOROPHENOL, OR WATERBORNE SALTS AS PRESERVATIVE OPTIONS. REVISE IF A SINGULAR TYPE IS REQUIRED. VERIFY IF THERE ARE ANY LOCAL RESTRICTIONS FOR PRESERVATIVES' VOLATILE ORGANIC COMPOUNDS. ************************************************************** @@   2. Treat timber piles with a pressure preservative treatment in accordance with AWPA C3 for foundation piles.(# **************************************************************** RETAIN BELOW IF PILE TIP REINFORCEMENT IS REQUIRED. REVISE IF OTHER TYPE OF TIP (PIPE OR WIRE MESH) IS REQUIRED. *************************************************************** @@ B.  Driving Shoes: Fabricate of 6.4 mm (1/4 inch) thick steel plate to suit pile tip diameter and secure to pile tip so as to not affect pile alignment during driving.(#  *************************************************************** RETAIN BELOW IF STRAPPING REQUIRED FOR SEVERE DRIVING CONDITIONS. ************************************************************ @@ C.  Strapping: 32 mm (11/4 inch) wide, 0.78 mm (0.031 inch) thick, coldrolled, heattreated steel, painted and waxed.(#  @@   1. Provide two straps located at approximately 450 mm (18 inches) and 600mm (24 inches) from butt, applied by handoperated or pneumatic tensioner.(# @@ D.  FieldApplied Wood Preservative: Treat field cuts and penetrations in accordance with AWPA M4.(#  2.2p  STEEL HSECTION PILES(#  @@ A.  Steel: Hotrolled, carbon steel structural shapes and plates, complying with ASTMA36/A 36M.(#  ************************************************************ COORDINATE BELOW WITH DRAWINGS. ************************************************************** @@ B.  Fabrication: Provide splice plates, pile caps, and bottom plates of same basic steel as pile sections. Fasten to Hpiles with allwelded connections, as shown on drawings.(#  @@ C.  Provide pile point reinforcement of same basic steel as pile sections. Weld web reinforcement plates with a continuous fillet weld on top and bottom edge only; weld flange reinforcement plates, angles, or shapes with a continuous fillet weld on edges unless otherwise indicated.(#  **************************************************************** ADD REQUIREMENTS FOR ANY PROTECTIVE SURFACEAPPLIED COATINGS. STEEL HSECTION PILING IS NOT NORMALLY AFFECTED BY CORROSION WHEN DRIVEN INTO UNDISTURBED SOILS. PILE COATINGS MAY BE REQUIRED WHEN: @@ *PILINGS ARE IN OR ABOVE WATER TABLE(#@ @@ *WATER IS CONTAMINATED(#@ @@ *THERE IS LOCAL SOURCE OF CONTAMINATION OR GENERATOR OF ELECTROLYTE (SUCH AS CINDERFILL)(#@ @@ *SOIL IS DISTURBED OR IS NOT TIGHT AROUND PILE BECAUSE OF CONSTRUCTION OPERATIONS OR FILLING(#@ @@ *THERE IS STRAY ELECTRICAL CURRENT(#@ ***************************************************************** )-**Ԍ1.3p  CONCRETEFILLED STEEL SHELL PILES(#  @@ A.  General: At Contractor's option, provide either type pile shell as follows.(#  @@ B.  StepTapered Pile Shells: Lengths and diameters of tapered steps as shown on drawings. Provide units of sufficient strength and thickness to withstand driving forces without damage and to resist distortion or buckling due to soil pressures, removal of mandrel, or redriving. Fabricate shells to be watertight with not less than 6.4 mm (0.25inch) closure plate at bearing end.(#  *************************************************************** ABOVE ARE "RAYMOND" ONLY; BELOW ARE "MONOTUBE"(CONTINUOUS TAPER) AND "RAYMOND"(STEPTAPER). **************************************************************** @@ C.  Uniformly Tapered Pile Shells: Vertically fluted units, lengths and sizes as shown on drawings, of sufficient strength and thickness to withstand driving forces without damage and to resist distortion or buckling due to soil pressures. Fabricate shells to be watertight with reinforced driving heads.(#  *************************************************************** DELETE OR REVISE BELOW TO SUIT PROJECT. AVAILABLE IN 3, 5, 7, 9, AND 11GAGE (6.1, 5.3, 4.6, 3.8, 3.0 mm) METAL THICKNESSES. *************************************************************** @@   1. Shell thickness not less than 4.6 mm (7 gauge).(# ************************************************************ DELETE BELOW IF CONCRETE IS SPECIFIED IN OTHER SECTIONS. ************************************************************** @@ D.  Portland Cement: ASTMC 150, Type I or II.(#  @@ E.  Aggregates: ASTMC 33, except local aggregates of proven durability may be used when acceptable to Contracting Officer.(#  @@ F.  Water: Clean, drinkable.(#  @@ G.  AirEntraining Admixture: ASTMC 260.(#  @@ H.  WaterReducing Admixture: ASTMC 494, Type A.(#  @@ I.  Reinforcing Bars and Dowels: ASTMA615M, Grade 400 (ASTMA615, Grade 60).(#  @@  J.  Concrete: ASTMC 94, and as follows:(#  @@    1. Compressive strength of 20.7 MPa (3000 psi) minimum at 28 days; maximum aggregate size of 19 mm (3/4 inch).(# @@    2. Air content of 4 to 6 percent.(# 2 .4p  PRECAST CONCRETE PILES(#  @@ A.  Requirements: For precast, prestressed units, comply with manufacturing and testing procedures, quality control recommendations, and dimensional tolerances of PCI MNL116.(#  @@ B.  Formwork: Use form facing materials that are nonreactive with concrete and will produce acceptable finished surfaces and required profile.(#  @@   1. Chamfer corners of square piles at least 19 mm (3/4 inch) or round to 25 mm (1 inch) radius, unless otherwise indicated.(# @@ C.  Steel Reinforcing: ASTMA615M, Grade 400 (ASTMA615, Grade 60). deformed bars and ASTMA82 plain colddrawn steel wire.(# )-**Ԍ******************************************************** DELETE BELOW IF NONE. REVISE IF GRADE 270 REQUIRED. ********************************************************* @@ D.  Prestressing Tendons: ASTMA 416, Grade 250, sevenwire, uncoated, stressrelieved steel strand.(#  @@ E.  Concrete: ASTMC 94, and as follows:(#  @@   1. Compressive strength of 34.5 MPa (5000 psi) minimum at 28 days.(# @@   2. Slump at point of discharge of 75 mm (3 inches) maximum.(# @@   3. Total air content of not less than 4 nor more than 6 percent.(# @@ F.  Admixtures: Use admixtures in accordance with manufacturer's instructions for climatic conditions prevailing at time of placement.(#  2.5p  DRIVING EQUIPMENT(#  ************************************************************ COORDINATE REQUIRED RATED ENERGY PER BLOW WITH PILE DESIGN. ************************************************************* @@ A.  General: Provide pile driving equipment of type generally used in standard pile driving practice, operated at manufacturer's specified rate, to develop required rated energy per blow.(#  @@ B.  Hammer: Provide pile driving hammers of sufficient capacity, size, and type to be able to deliver consistently effective dynamic energy, suitable to piles to be driven and to subgrade material into which they are to be driven, when operating at not more than 75 percent efficiency of rated driving energy.(#  @@ C.  Driving Caps: Equip hammer with cast steel or structural steel driving cap with grooved base conforming to pile shape. Keep bearing surfaces of grooves true and smooth.(#  @@ D.  Leads: Use fixed or rigidtype pile driver leads that will hold pile firmly in position and alignment, and in axial alignment with hammer. Extend leads to within 600 mm (24 inches) of elevation at which the pile enters ground.(#  2.6p  SOURCE QUALITY CONTROL(#  @@ A.  Requirements: Provide shop [testing and] inspection of wood piles under provisions of Section 01458 Testing Laboratory Services.(#  @@   1. Test samples in accordance with ASTM D 245 and ASTM D 1760.(# PART 3.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P EXECUTION(# 3.1p  PRELIMINARY WORK(#  @@ A.  Site Conditions: Do not drive piles until earthwork in area in which piles are to be driven has been completed, as follows:(#  @@   1. Excavations: Earth excavation will be stopped at an elevation of IP150to300mm (6 to 12 inchesaIPSI)aSI above bottom of footing before piles are driven. Final excavation of required elevation of footing bottoms will be done as part of earthwork for buildings, after piles have been driven and tested. See Section 02315 Excavation and Fill.(# @@   2. Fills: Fills will be constructed and compacted to elevation of grade indicated.(# @@ B.  Pile Length Markings: Mark each pile length with horizontal line at 300mm (12inch) intervals, and the distance from pile point at 1500mm (60 inches) intervals.(# )-**Ԍ***************************************************************** DELETE BELOW IF NO SPLICES ARE ALLOWED FOR STEEL PILES. ADD PROVISIONS FOR OTHERTHANWELD TYPE PILE SPLICES. DRAWINGS SHOULD SHOW SPLICE DETAILS. **************************************************************** @@ C.  Welded Splices: Clean surfaces to be welded of rust, scale, oil, paint, and foreign material. Use only pile members with identical crosssections for splicing.(#  @@   1. Only one splice per pile will be permitted unless otherwise authorized by Contracting Officer. Make splices before starting driving operations wherever possible. If a welded splice is required during driving operation, make splice when top of driven pile is at least 900 mm (36 inches) above ground to permit inspection of welded connection during welding and during subsequent driving.(# @@   2. Splices shall be 100 percent butt welded, producing straight pile alignment through splice and developing full strength of pile in both bearing and bending.(# 3.2p  DRIVING PILES(#  ************************************************************ EDIT BELOW FOR PILE TYPES NOT USED AS IT INCLUDES DIFFERENT TYPES ************************************************************ @@ A.  General: Continuously drive piles at locations indicated to required point elevation and driving resistance established by driving and loading of test piles.(#  @@   1. Maintain center of gravity for each group or cluster of piles to conform to locations shown on drawings.(# @@   2. Plumb leads and pile before driving. Take care during driving to prevent, and to correct, any tendency of piles to twist or rotate.(# @@   3. Protect wood pile head during driving using collar, with full bearing on pile butt for even distribution of hammer blow.(# @@   4. Deliver hammer blows to central axis of pile.(# @@   5. If driving is interrupted before refusal, drive an additional 300mm (12 inches) before resuming recording of performance data.(# @@   6. Re-drive piles which have lifted due to driving adjacent piles, or by soil uplift.(# @@   7. Do not damage piles during driving operations.(# @@   8. Cut off tops of piles to elevations indicated and prepare pile top to receive [pile cap.] [grade beams.] [ .](# @@   9. Apply wood preservative to exposed ends of cut-off piles in accordance with AWPA M4.(# @@  B.  Spud Piles: When highresistant strata lying near the surface must be penetrated, spud piles may be used to minimize hard driving of long piles during early stages of driving operations.(#  @@ C.  Driving Tolerances: Drive piles within following maximum tolerances:(#  @@   1. Location: 150 mm (6 inches) from location indicated for center of gravity of each single pile or pile groups; 25 mm (1 inch) for piles under walls.(# @@   2. Plumbness: Maintain 25 mm (1 inch) in 3 m (10 feet) from vertical, or a maximum of 100 mm (4 inches), measured when the pile is above ground in leads.(# @@   3. Batter Angle: Maximum 25 mm (1 inch) in 3 m (10 feet) from required angle, measured when pile is above ground in leads.(# @@   4. Cutoff Elevation: Maximum 100 mm (4 inches).(# @@ D.  PreExcavating (Coring): Provide preexcavated holes for piles driven within 4.5 m (15 feet) of structures or underground utilities or if driving of pile cannot be completed due to substrata obstruction, where located and to depths shown on drawings. Drill holes with a diameter)-** less than crosssection dimension; exact size and depth as necessary to produce satisfactory driving results.(#  @@   1. Backfill voids between pile and preexcavated hole using satisfactory soil materials.(# @@ E.  Heaved Piles: Provide recorded instrument observations made during pile driving to determine whether driven pile has lifted from its original seat during driving of adjacent piles. If uplift occurs, redrive affected piles to point elevation at least as deep as original point elevation with a driving resistance at least as great as original driving resistance.(#  @@ F.  Unacceptable Piles: Piles that fail tests, are placed out of position, are below cut-off elevations, are damaged or are driven outside required driving tolerances will not be accepted.(#  ****************************************************************  s5 EDIT BELOW CONFLICTING STATEMENTS. *************************************************************** @@   1. [Withdraw piles rejected after driving and replace with new piles.] [Piles rejected after driving may be abandoned and cutoff and additional piles driven to replace rejected units at designated locations.](# @@   2. Drive additional pile or piles where centerline deviation exceeds 75mm (3 inches) and redesign indicates load on any pile exceeding 110 percent of design load.(# @@   3. Solidly fill spaces left by withdrawn piles that will not be filled by new piles using cohesionless soil material such as gravel, broken stone, and gravelsand mixtures. Place and compact throughout length of space in lifts not exceeding 1800mm (72 inches).(# @@ G.  CuttingOff: Cutoff tops of driven piles square with pile axis and at elevations indicated. Dispose of excess materials off site.(#  @@ H.  Top Plates: After pile is cut off, weld top plates in place square and level.(#  *************************************************************** DELETE BELOW ARTICLE IF PROJECT DOES NOT WARRANT LOAD TESTING. SUBSTITUTE AN ACCEPTABLE "FORMULA" FOR DETERMINING THE SAFE LOADBEARING CAPACITIES. ************************************************************** 3.3p  FIELD QUALITY CONTROL(#  @@ A.  Site Tests: In absence of specific information for soil conditions at site or information supplied by local building department, make load tests to verify design pile lengths and loads. Provide complete testing materials and equipment as required. Notify Contracting Officer in ample time before performing tests.(#  @@   1. Field inspection will be performed by Contracting Officer.(# @@ B.  Test Piles: Furnished and driven by Contractor to determine lengths of piles, may be located, cut off, and become part of foundation system provided they conform to Contract requirements.(#  @@ C.  Test Piles Required:(#  **************************************************************** WHERE ONLY SINGLE PILES ARE USED, SELECT ONE OF THE FOLLOWING. USE 2SINGLE TEST PILES FOR FOUNDATION AREAS UP TO 465 sq m (5000 SQ FT). USE 3SINGLE TEST PILES FOR AREAS OVER 929 sq m (10,000 SQ.FT). ************************************************************** @@   1. Provide [2] [3] single test piles.(# ) -**Ԍ************************************************************ WHERE FOUNDATIONS HAVE BOTH SINGLE PILES AND CLUSTER PILE GROUPS, USE THE FOLLOWING OR REVISE TO SUIT PROJECT, OR DELETE. ************************************************************** @@   2. Provide 2 single test piles and one group of 3 test piles.(# ************************************************************* WHERE ONLY PILE GROUPS, USE THE FOLLOWING, OR REVISE TO SUIT PROJECT. **************************************************************** @@   3. Provide one group of 3 test piles.(# @@ D.  Driving Test Piles: Use test piles of same weight and section as required for Project and drive with appropriate pile driving equipment operating at rated driving energy to be used in driving permanent piles.(#  @@   1. Drive test piles at locations indicated to a point elevation below final cutoff elevation equal to pile length specified as basis of bid, or to refusal, whichever occurs first. Piles will be considered as driven to refusal when 5 blows of hammer are required to produce a total penetration of 6 mm (1/4 inch) or less.(# @@ E.  Pile Design Load: Design load per pile as shown on drawings.(#  @@ F.  Pile Load Testing: Load and test piles which have been in place not less than 48 hours to determine the loadsettlement relationship of test piles under a vertical axial load complying with ASTMD1143.(#  @@   1. Apply loads in increments not exceeding 25 percent of allowable pile load.(# @@   2. The test pile will be considered as acceptable for stipulated bearing capacity if total net settlement, after deducting rebound, does not exceed 0.23 mm per 1000 kg (0.01 inch per ton) of test load.(# @@ G.  Test Reports: Prepare reports for each test pile including: date of driving; test pile location; designation and dimensions of pile; pile point reinforcement and description, if any; total penetration; starting and finishing times and total driving time and number of blows required for each meter (foot) of penetration, total number of blows, and resistance in blows per 25 mm (inch) for the last 150 mm (6 inches) of driving.(#  @@   1. Include with test pile reports a record of driving equipment used including: hammer make and model number, stroke, weight of ram, and rated driving energy; driving cap weight and description and actual rate of operation of hammer during test pile driving.(# PART 4.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P MEASUREMENT AND PAYMENT(# ************************************************************** WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4: MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION. MEASUREMENT AND PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01010 SUMMARY OF WORK. WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO MEASUREMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE. ********************************************************* 4.1p  METHOD OF MEASUREMENT(#  @@ A.  Units: The work described in this section will [not be measured for payment.] [be measured and paid for] [on a lump sum basis.] [by the linear millimeter (foot) of piles indicated from point to cutoff, plus) -** 300mm (12 inches) of overlength for cutting piles at required cutoff elevations.] [Measurements will be based on effective length of piles in place, with fractional lengths measured to nearest meter (foot).](#  4.2p  BASIS OF PAYMENT(#  ************************************************************* WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS SECTION, SELECT APPLICABLE PAY ITEMS. DO NOT CHANGE PAY ITEM NUMBER. WHEN MORE THAN ONE DIAMETER OR GAUGE IS SPECIFIED FOR ANY PAY ITEM, LETTER SUFFIXES WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER. WHEN GOVERNMENTFURNISHED PROPERTY IS SPECIFIED FOR PAY ITEMS, THE LETTER SUFFIX GF WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER. ************************************************************ @@ A.  Payment: [No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.] [Prices and payment will be full compensation for the work described in this section including labor, materials, tools, equipment, and incidentals and for performing work for furnishing, driving, cuttingoff and capping piles, splicing and disposal of cutoffs. Test piles that become part of completed foundation system will be considered as an integral part of Work. No payment will be made for rejected piles including piles driven out of place, imperfect piles, or piles damaged in driving or handling.] [Payment will be made under:](#  @@   Pay Item: Pay Unit:(# @@   02455(01)  Wood Piles(# p (#RLump Sum @@   02455(02) Wood Piles(# p(#BLinear Millimeter (Foot) @@   02455(03) HSection Steel Piles(# p (#RLump Sum @@   02455(04) HSection Steel Piles(# p(#BLinear Millimeter (Foot) @@   02455(05) Concrete Filled Steel Pipe Piles(# p (#RLump Sum @@   02455(06) Concrete Filled Steel Pipe Piles(# p(#BLinear Millimeter (Foot) @@   02455(07) Prestressed Concrete Piles(# p (#RLump Sum @@   02455(08) Prestressed Concrete Piles(# p(#BLinear Millimeter (Foot) 0,END OF SECTION