WPC,  
      2       B    V   P    Z             Courier 10cpi  ? x x x h    Aox 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,h  @ #| x            2   W   C       V            Standard Printer                     STANPRIN.PRS x 
   @           iS #| x      ? x x x 
     rx 6X   @ 8  X@ 2         *                                    Ђ  I. A. 1. a.(1)(a) i) a)                 1 .1  A. 1. a. 1) a)                                                                             X`	hp x (#%'0*,.8135@8:<H?A                    (	xX8xX 8"                     $ SECTION 02356

h# PILE LOAD TESTS


                  1  PART 1   GENERAL

   ? x 1.02   SECTION INCLUDES

   ?   ((                   A.   Pile load testing with documented results.

1.02   RELATED SECTIONS

   ? (
  ((   A. H Section 01400 - Quality Control - Testing LaboratoryServices.(#

   ?   ((                  B.  H Section 02222 - Excavation: Excavation to working and testequipment level.(#

   ?   ((                  C.   Section 02361 - Wood Friction Piles.
* 
   ? h 1.03   REFERENCES

   ?   ((   A. H ASTM D1143 - Testing Piles Under Static Axial CompressiveLoad.(#

   ? P  ((   B. H ASTM D3689 - Testing Individual Piles Under Static AxialTensile Load.(#

   ?  1.04   QUALITY ASSURANCE

   ? 8  ((   A. H Perform Work in accordance with ASTM D1143.(#


                2  PART 2   PRODUCTS

   ?   2.01   MATERIALS

   ?   ((                   A.  H Equipment Type, Load Carrying Device, Load, andInstrumentation: Conform to ASTM D1143.(#

   ?   2.02   QUANTITY

   ? !  ((   A.  Provide one test crib for pile load testing.


                3  PART 3   EXECUTION

   ? % 3.01   EXAMINATION

   ? '  ((                   A.  H Verify that site conditions will support cribbing and loadfor testing purposes under provisions of Section 01039. (#

   h)         0*0*0*  ԌSection 02356  Page 2

   ?  3.02   PREPARATION

   ?    ((  A.   Establish stable working elevation for test equipment. 8"8"I 8"8"I 
((   Hand excavate to three feet to avid existing utilities.

   ? x 3.03   TESTING

   ?   ((   A.  Perform load tests.

   ?   ((                  B.   Load test to the following criteria:
   ? `	  ((                    1.  (		 Test 2 indicator piles at locations as directed X X E by   ? (
 Test Lab. xx!  XX%                 88) (#	
 ((   
   ?  ((                 2.  		 Subject piles to 2 times design load.

   ? H ((                   3.  (		 Acceptable Permanent Set of Piles After Load Testing:1/8 inch.(#	

   ?  3.04   FIELD QUALITY CONTROL

   ? 0  ((   A. H The contractor shall provide the services of a testing lab(#
((   to observe the pile driving operations, to limit pile
 x ((      driving so that excessive vibrations are not transmittedto nearby structures.  Monitoring shall be done for thefull time of driving with a portable seismograph withreports on a daily basis.  Probes shall be located asdirected by testing company.  Detail photographs to betaken of buildings within 100 feet of driving.(#

   ? 8 ((  B. H Field inspection and monitoring of testing will beperformed under provisions of section 01400.(#

   ?   ((                 C.  H An independent inspection firm will be appointed by theOwner to observe and document test method and results.(#

   ?   ((                  D.  H Document test equipment used, method of calibration andrecording, test results, recommendations or modificationof piling method used.(#

   ?    ((                  E.  H Accurately record actual locations of tested piles andmovement or distortion caused by testing.(#

   ? `" 3.05   EQUIPMENT REMOVAL

   ? #  ((   A.  Dismantle equipment; load, and remove from site.


# END OF SECTION
