APE DRILLING! WORK SMART. Go APE COUPLING .008R R R PITCH LINE.

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1 apevibro.com APE DRILLING WORK SMART. Go APE. DIRECT DRIVE - HD DRILLS & CFA DRILLS GEAR REDUCTION - CFA DRILLS POWER UNITS VIBRATORY HAMMERS LEAD SYSTEMS HELICAL PILE MATERIALS PRESSURE GROUTED DISPLACEMENT PILE MATERIALS WORLD CLASS SERVICE AND SUPPORT apedrilling.com APE HD SYSTEMS Threaded sha1 Connec6on 3.1 API Bu=ress Thread SPECIFICATION FOR THREADING, GAUGING AND THREAD INSPECTION OF CASING, TUBING, AND LINE PIPE THREADS COUPLING.008R R R PITCH LINE ±.001 NOTE: THREAD CRESTS & ROOTS ARE PARALLEL TO CONE AXIS ± PITCH LINE.008R R R CASING SIZES 7 8 AND SMALLER SIZES 88 AND LARGER SIZES 7 8 AND SMALLER SIZES 88 AND LARGER AXIS 90 Taper = ¾ in. per ft or in. per in. on Diameter Figure 6 Buttress Casing Thread Form and Dimensions for Casing Sizes 4 2 through (See Figure 6M for metric units.) HD pile and HD micropile Threaded & Coupled sec6on Tension strength Source: API Technical Report C3ISO 10400:2007 APE HEADQUARTERS APE CHINA GULF REGIONAL OFFICE APE CANADA APE BRAZIL WESTERN REGIONAL OFFICE KENT, WA SHANGHAI, CHINA CONROE, TX GONZALES, LA EDMONTON, ALBERTA CANADA SAO PAULO, BRAZIL STOCKTON, CA (800) (23) (832) (800) (180) (8) (863) (888) (209) NORTHEAST REGIONAL OFFICE SAYREVILLE, NJ (888) (732) SOUTHEAST REGIONAL OFFICE MULBERRY, FL (800) (863) MID-WESTERN REGIONAL OFFICE ST. PETERS, MO (877) (636) MID-ATLANTIC REGIONAL OFFICE VIRGINIA BEACH, VA (866) (77) APE MEXICO (786)

2 LB Pipe and Coupling Products

3 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,0 H40 2 0,20 4, ,0 J 2 0,20 4, ,0 J 2 0,224 4, ,20 4, ,60 J ,0 K ,20 4, ,0 K 2 0,224 4, ,20 4, ,60 K ,0 M6 2 0,20 4, ,0 11,60 13,0 M6 M6 M ,224 0,20 0,290 4,02 4,000 3, ,0 M6 1 0,20 4, ,0 11,60 13,0 M6 M6 M ,224 0,20 0,290 4,02 4,000 3, ,60 L80 9Cr 2 0,20 4, ,0 L80 9Cr 2 0,290 3, ,60 L80* 1 0,20 4, ,0 L80* 12. 0,290 3, ,60 N80 2 0,20 4, ,0 N80 2 0,290 3, ,60 N80 1 0,20 4, ,0 N ,290 3, ,60 C90 1 0,20 4, ,0 C90 0,290 3, ,60 C9 1 0,20 4, ,0 C ,290 3, ,60 T9 0,20 4, ,0 T9 0,290 3, ,60 P ,20 4, ,0 P ,290 3, ,337 3, ,10 P ,60 P110 0,20 4, ,0 P110 0,290 3, ,10 P110 0,337 3, ,10 Q12 0,337 3,

4 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb Label 1 Label 2 Grade 11,0 J ,220 4, ,00 J 2 0,23 4, ,296 4, ,00 J 2 11,0 K ,220 4, ,00 K 2 0,23 4, ,296 4, ,00 K 2 11,0 M ,220 4, ,00 1,00 18,00 M6 M6 M ,23 0,296 0,362 0,437 4,494 4,408 4,276 4, ,40 M6 2 11,0 M ,220 4, ,00 1,00 18,00 M6 M6 M ,23 0,296 0,362 0,437 4,494 4,408 4,276 4, ,40 M6 1 1,00 L80 9Cr ,296 4, ,00 21,40 23,20 L80 9Cr 2 L80 9Cr 2 0,362 0,437 0,478 0,00 4,276 4,126 4,044 4, ,10 L80 9Cr 2 1,00 L80* ,296 4, ,00 21,40 23,20 L80* L80* L80* ,362 0,437 0,478 0,00 4,276 4,126 4,044 4, ,10 L80* 1 1,00 N ,296 4, ,00 21,40 23,20 N80 N80 N ,362 0,437 0,478 0,00 4,276 4,126 4,044 4, ,10 N80 2 1,00 N ,296 4, ,00 21,40 23,20 N80 N80 N ,362 0,437 0,478 0,00 4,276 4,126 4,044 4, ,10 N80 1 1,00 C90 0,296 4, ,00 C90 0,362 4, ,40 C90 0,437 4, ,20 C90 0,478 4, ,10 C90 0,00 4,

5 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1,00 C ,296 4, ,00 C ,362 4, ,40 C ,437 4, ,20 C ,478 4, ,00 4, ,10 C9 1 1,00 T9 0,296 4, ,00 T9 0,362 4, ,40 T9 0,437 4, ,20 T9 0,478 4, ,10 T9 0,00 4, ,00 P ,296 4, ,00 P ,362 4, ,40 P ,437 4, ,20 P ,478 4, ,00 4, ,10 P ,00 P ,296 4, ,00 P110 0,362 4, ,40 P110 0,437 4, ,20 P110 0,478 4, ,10 P110 0,00 4, ,00 Q12 1 0,362 4, ,40 Q12 0,437 4, ,20 Q12 0,478 4, ,10 Q12 0,00 4, ,00 H40 2 0,244, ,00 J 2 0,244, ,0 J 2 0,27 4, ,304 4, ,00 J ,00 K 2 0,244, ,0 K 2 0,27 4, ,304 4, ,00 K ,00 M6 2 0,244, ,0 M6 2 0,27 4, ,00 M6 2 0,304 4, ,00 M6 2 0,361 4, ,41 4, ,00 M ,00 M6 1 0,244, ,0 M ,27 4, ,00 M ,304 4, ,00 M ,361 4,

6 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 12 23,00 M ,41 4, ,00 L80 9Cr 2 0,304 4, ,00 L80 9Cr 2 0,361 0,41 4,778 4, ,00 L80 9Cr ,00 L80* 1 0,304 4, ,00 L80* 12. 0,361 0,41 4,778 4, ,00 L80* ,00 N80 2 0,304 4, ,00 N80 2 0,361 0,41 4,778 4, ,00 N ,00 N80 1 0,304 4, ,00 N ,361 0,41 4,778 4, ,00 N ,00 C90 1 0,304 4, ,00 C90 0,361 4, ,00 C90 0,41 4, ,80 C90 0,00 4, ,70 C90 0,62 4, ,60 C90 0,62 4, ,30 C90 0,687 4, ,00 C90 0,70 4, ,0 C90 0,812 3, ,10 C90 0,87 3, ,00 C9 1 0,304 4, ,00 C ,361 0,41 4,778 4, ,00 C ,00 T9 1 0,304 4, ,00 T9 0,361 4, ,00 T9 0,41 4, ,80 T9 0,00 4, ,70 T9 0,62 4, ,60 T9 0,62 4, ,30 T9 0,687 4, ,00 T9 0,70 4, ,0 T9 0,812 3, ,10 T9 0,87 3, ,00 P ,304 4, ,00 P ,361 4, ,41 4, ,00 P ,00 P110 0,304 4, ,00 P110 0,361 4,

7 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 12 23,00 P110 0,41 4, ,00 Q12 0,41 4, ,00 H40 2 0,288 6, ,00 J 2 0,288 6, ,00 J 2 0,32, ,00 K ,288 6, ,00 K 2 0,32, ,00 M6 2 0,288 6, ,00 M6 2 0,32 0,417,921, ,00 M ,00 M6 1 0,288 6, ,00 M ,32, ,417, ,00 M ,00 L80 9Cr 2 0,32, ,00 L80 9Cr 2 0,417 0,47,791, ,00 L80 9Cr ,00 L80* 1 0,32, ,00 L80* 12. 0,417 0,47,791, ,00 L80* ,00 N80 2 0,32, ,00 N80 2 0,417, ,47, ,00 N ,00 N80 1 0,32, ,00 N ,417, ,47, ,00 N ,00 C90 0,32, ,00 C90 0,417, ,00 C90 0,47, ,00 C9 1 0,32, ,00 C ,417, ,47, ,00 C ,00 T9 1 0,32, ,00 T9 0,417, ,00 T9 0,47, ,00 P ,32, ,00 P ,417,

8 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,00 P ,47, ,00 P ,32, ,00 P110 0,417, ,00 P110 0,47, ,00 Q12 0,47, ,00 H40 2 0,231 6, ,00 H40 2 0,272 6, ,00 J 2 0,272 6, ,00 J 2 0,317 6, ,362 6, ,00 J ,00 K 2 0,272 6, ,00 K 2 0,317 6, ,362 6, ,00 K ,00 M6 2 0,272 6, ,00 M6 2 0,317 6, ,00 M6 2 0,362 6, ,00 M6 2 0,408 6, ,43 6, ,00 M ,00 M6 1 0,272 6, ,00 M ,317 6, ,00 M ,362 6, ,00 M ,408 6, ,43 6, ,00 M ,00 L80 9Cr 2 0,317 6, ,00 L80 9Cr 2 0,362 6, ,00 L80 9Cr 2 0,408 6, ,00 L80 9Cr 2 0,43 6, ,00 L80 9Cr 2 0,498 6, ,00 L80 9Cr 2 0,40, ,00 L80* 1 0,317 6, ,00 L80* 12. 0,362 6, ,00 L80* 12. 0,408 6, ,00 L80* 12. 0,43 6, ,00 L80* 12. 0,498 6, ,00 L80* 12. 0,40, ,00 N80 2 0,317 6, ,00 N80 2 0,362 6, ,00 N80 2 0,408 6, ,00 N80 2 0,43 6, ,498 6, ,00 N

9 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 7 38,00 N80 2 0,40, Label 1 Label 2 Grade 7 23,00 N80 1 0,317 6, ,00 N ,362 6, ,00 N ,408 6, ,00 N ,43 6, ,00 N ,498 6, ,00 N ,40, ,00 C90 0,317 6, ,00 C90 0,362 6, ,00 C90 0,408 6, ,00 C90 0,43 6, ,00 C90 0,498 6, ,00 C90 0,40, ,70 C90 0,62, ,40 C90 0,687, ,10 C90 0,70, ,60 C90 0,812, ,10 C90 0,87, ,00 C9 1 0,317 6, ,00 C ,362 6, ,00 C ,408 6, ,00 C ,43 6, ,00 C ,498 6, ,00 C ,40, ,00 T9 0,317 6, ,00 T9 0,362 6, ,00 T9 0,408 6, ,00 T9 0,43 6, ,00 T9 0,498 6, ,00 T9 0,40, ,70 T9 0,62, ,40 T9 0,687, ,10 T9 0,70, ,60 T9 0,812, ,10 T9 0,87, ,00 P ,362 6, ,00 P ,408 6, ,00 P ,43 6, ,00 P ,498 6, ,40, ,00 P ,00 P110 0,362 6, ,00 P110 0,408 6, ,00 P110 0,43 6, ,00 P110 0,498 6,

10 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 7 38,00 P110 0,40, ,00 Q12 1 0,498 6, ,00 Q12 0,40, ,00 H40 2 0,300 7, ,40 J 2 0,328 6, ,40 K 2 0,328 6, ,40 M6 2 0,328 6, ,70 M6 2 0,37 6, ,430 6, ,70 M ,40 M6 1 0,328 6, ,70 M ,37 0,430 6,87 6, ,70 M ,40 L80 9Cr 2 0,328 6, ,70 33,70 L80 9Cr L80 9Cr 2 2 0,37 0,430 6,87 6, ,00 L80 9Cr 2 0,00 6, ,80 L80 9Cr 2 0,62 6, ,30 L80 9Cr 2 0,9 6, ,62 6, ,10 L80 9Cr ,40 L80* 1 0,328 6, ,70 L80* 12. 0,37 6, ,70 L80* 12. 0,430 6, ,00 L80* 12. 0,00 6, ,80 L80* 12. 0,62 6, ,30 L80* 12. 0,9 0,62 6,43 6, ,10 L80* ,40 N80 2 0,328 6, ,70 N80 2 0,37 6, ,70 N80 2 0,430 6, ,00 N80 2 0,00 6, ,80 N80 2 0,62 6, ,30 N80 2 0,9 6, ,62 6, ,10 N ,40 N80 1 0,328 6, ,70 N ,37 6, ,70 N ,430 6, ,00 N ,00 6, ,80 N ,62 6, ,30 N ,9 6, ,62 6, ,10 N

11 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,40 C ,80 C90 0,62 6, ,30 C90 0,9 6, ,328 6, ,70 C90 0,37 6, ,70 C90 0,430 6, ,00 C90 0,00 6, ,10 C90 0,62 6, ,20 C90 0,687 6, ,30 C90 0,70 6, ,40 C9 1 0,328 6, ,70 33,70 39,00 42,80 4,30 C9 C9 C9 C9 C ,37 0,430 0,00 0,62 0,9 0,62 6,87 6,76 6,62 6,01 6,43 6, ,10 C ,40 T9 1 0,328 6, ,70 T9 0,37 6, ,70 T9 0,430 6, ,00 T9 0,00 6, ,80 T9 0,62 6, ,30 T9 0,9 6, ,10 T9 0,62 6, ,20 T9 0,687 6, ,30 T9 0,70 6, ,70 P ,37 6, ,70 39,00 42,80 P110 P110 P ,430 0,00 0,62 6,76 6,62 6, ,30 P ,9 6, ,10 P ,62 6, ,70 P110 0,37 6, ,70 P110 0,430 6, ,00 P110 0,00 6, ,80 P110 0,62 6, ,30 P110 0,9 6, ,10 P110 0,62 6, ,00 Q12 0,00 6, ,80 Q12 0,62 6, ,30 Q12 0,9 6, ,10 Q12 0,62 6, ,10 L80 9Cr ,9 6,

12 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,10 L80* 12. 0,9 6, ,10 N80 2 0,9 6, ,10 N ,9 6, ,10 C90 1 0,9 6, ,10 C9 1 0,9 6, ,10 T9 1 0,9 6, ,10 P ,9 6, ,10 P ,9 6, ,10 Q12 1 0,9 6, ,00 H40 2 0,304 8, ,00 H40 2 0,32 7, ,00 J 2 0,264 8, ,00 J 2 0,32 7, ,400 7, ,00 J ,00 K 2 0,264 8, ,00 K 2 0,32 0,400 7,921 7, ,00 K ,00 M6 2 0,264 8, ,00 M6 2 0,304 8, ,00 M6 2 0,32 7, ,00 M6 2 0,400 7, ,40 7, ,00 M ,00 M6 1 0,264 8, ,00 M ,304 8, ,00 M ,32 7, ,00 M ,400 7, ,40 7, ,00 M ,00 L80 9Cr 2 0,400 7, ,00 L80 9Cr 2 0,40 7, ,00 L80 9Cr 2 0,00 7, ,00 L80 9Cr 2 0,7 7, ,00 L80* 1 0,400 7, ,00 L80* 12. 0,40 7, ,00 L80* 12. 0,00 7, ,00 L80* 12. 0,7 7,

13 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,00 40,00 44,00 49,00 N80 N80 N80 N ,400 0,40 0,00 0,7 7,82 7,72 7,62 7, ,00 N80 1 0,400 7, ,00 44,00 49,00 N80 N80 N ,40 0,00 0,7 7,72 7,62 7, ,00 C90 1 0,400 7, ,00 C90 0,40 7, ,00 C90 0,00 7, ,00 C90 0,7 7, ,00 C9 1 0,400 7, ,00 C ,40 7, ,00 C ,00 7, ,00 C ,7 7, ,00 T9 1 0,400 7, ,00 T9 0,40 7, ,00 T9 0,00 7, ,00 T9 0,7 7, ,00 P ,40 7, ,00 P ,00 0,7 7,62 7, ,00 P ,00 P110 0,40 7, ,00 P110 0,00 7, ,00 P110 0,7 7, ,00 Q12 1 0,7 7, ,30 H40 2 0,312 9, ,00 H40 2 0,32 8, ,00 40,00 J J 2 2 0,32 0,39 8,921 8, ,00 K 2 0,32 8, ,00 K 2 0,39 8, ,00 M6 2 0,32 8, ,00 M6 2 0,39 8, ,0 M6 2 0,43 8, ,00 M6 2 0,472 8,

14 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,00 M ,32 8, ,00 M ,39 8, ,0 M ,43 8, ,472 8, ,00 M ,00 L80 9Cr 2 0,39 8, ,0 L80 9Cr 2 0,43 8, ,00 L80 9Cr 2 0,472 8, ,0 L80 9Cr 2 0,4 8, ,9 8, ,40 L80 9Cr ,00 L80* 1 0,39 8, ,0 L80* 12. 0,43 8, ,00 L80* 12. 0,472 8, ,0 L80* 12. 0,4 8, ,9 8, ,40 L80* ,00 N80 2 0,39 8, ,0 N80 2 0,43 8, ,00 N80 2 0,472 8, ,0 N80 2 0,4 8, ,9 8, ,40 N ,00 N80 1 0,39 8, ,0 N ,43 8, ,00 N ,472 8, ,0 N ,4 8, ,9 8, ,40 N ,00 C90 1 0,39 8, ,0 C90 0,43 8, ,00 C90 0,472 8, ,0 C90 0,4 8, ,40 C90 0,9 8, ,40 C90 0,609 8, ,90 C90 0,672 8, ,30 C90 0,734 8, ,60 C90 0,797 8, ,00 C9 1 0,39 8, ,0 C ,43 8, ,00 C ,472 8, ,0 C ,4 8, ,9 8, ,40 C ,00 T9 0,39 8, ,0 T9 0,43 8, ,00 T9 0,472 8, ,0 T9 0,4 8, ,40 T9 0,9 8,

15 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 9 8 9,40 T9 0,609 8, ,90 T9 0,672 8, ,30 T9 0,734 8, ,60 T9 0,797 8, ,0 P ,43 8, ,00 3,0 8,40 P110 P110 P ,472 0,4 0,9 8,681 8,3 8, ,0 P ,43 8, ,00 P110 0,472 8, ,0 P110 0,4 8, ,40 P110 0,9 8, ,00 Q12 1 0,472 8, ,0 Q12 0,4 8, ,40 Q12 0,9 8, ,7 H40 2 0,279 10, ,0 H40 2 0,30 10, ,0 J 2 0,30 10, ,0 J 2 0,400 0,40 9,90 9, ,00 J ,0 K 2 0,30 10, ,0 K 2 0,400 9, ,40 9, ,00 K ,0 M6 2 0,30 10, ,0 M6 2 0,400 9, ,00 M6 2 0,40 9, ,0 M6 2 0,49 9, ,0 M6 1 0,30 10, ,0 M ,400 9, ,00 M ,40 9, ,0 M ,49 9, ,00 L80 9Cr 2 0,40 9, ,0 L80 9Cr 2 0,49 9, ,00 L80* 1 0,40 9, ,0 L80* 12. 0,49 9, ,00 N80 2 0,40 9, ,0 N80 2 0,49 9, ,00 N ,40 9,

16 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 10 34,0 N ,49 9, ,00 C90 1 0,40 9, ,0 C90 0,49 9, ,70 C90 0,4 9, ,70 C90 0,9 9, ,20 C90 0,672 9, ,20 C90 0,734 9, ,30 C90 0,797 9, ,00 C9 1 0,40 9, ,0 C ,49 9, ,00 T9 1 0,40 9, ,0 T9 0,49 9, ,70 T9 0,4 9, ,70 T9 0,9 9, ,20 T9 0,672 9, ,20 T9 0,734 9, ,30 T9 0,797 9, ,00 P ,40 9, ,0 60,70 6,70 P110 P110 P ,49 0,4 0,9 9,760 9,660 9, ,00 P ,40 9, ,0 P110 0,49 9, ,70 P110 0,4 9, ,70 P110 0,9 9, ,70 Q12 0,4 9, ,70 Q12 0,9 9, ,00 H40 2 0,333 11, ,00 J 2 0,37 11, ,00 J 2 0,43 0,489 10,880 10, ,00 J ,00 K 2 0,37 11, ,00 K 2 0,43 0,489 10,880 10, ,00 K ,00 M6 2 0,37 11, ,00 M6 2 0,43 10, ,489 10, ,00 M ,00 M6 1 0,37 11, ,00 M ,43 10,

17 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,00 M ,489 10, ,00 L80 9Cr 2 0,489 10, ,00 L80 9Cr 2 0,34 0,82 10,682 10, ,00 L80 9Cr ,00 L80* 1 0,489 10, ,00 L80* 12. 0,34 0,82 10,682 10, ,00 L80* ,00 N80 2 0,489 10, ,00 N80 2 0,34 0,82 10,682 10, ,00 N ,00 N80 1 0,489 10, ,00 N ,34 10, ,82 10, ,00 N ,00 C90 1 0,489 10, ,00 C90 0,34 10, ,00 C90 0,82 10, ,00 C9 1 0,489 10, ,00 C ,34 0,82 10,682 10, ,00 C ,00 T9 1 0,489 10, ,00 T9 0,34 10, ,00 T9 0,82 10, ,00 P ,489 10, ,00 P ,34 0,82 10,682 10, ,00 P ,00 P ,489 10, ,00 P110 0,34 10, ,00 P110 0,82 10, ,00 Q12 1 0,489 10, ,00 Q12 0,34 10, ,00 Q12 0,82 10, ,00 H ,330 12, ,0 J 2 0,380 12, ,00 J 2 0,430 12, ,480 12, ,00 J ,0 K 2 0,380 12, ,00 K 2 0,430 12,

18 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb ,00 K 2 0,480 12, ,0 M ,380 12, ,00 M ,00 M ,430 12, ,480 12, ,0 M ,380 12, ,00 M ,00 M ,430 12, ,480 12, ,00 L80 9Cr ,480 12, ,00 L80 9Cr ,14 12, ,00 L80* ,480 12, ,00 L80* 12. 0,14 12, ,00 N ,480 12, ,00 N ,14 12, ,00 N ,480 12, ,00 N ,14 12, ,00 C90 1 0,480 12, ,00 C90 0,14 12, ,00 C ,480 12, ,00 C ,14 12, ,00 T9 1 0,480 12, ,00 T9 0,14 12, ,00 P ,480 12, ,00 P ,14 12, ,00 P ,480 12, ,00 P110 0,14 12, ,00 Q12 0,14 12, ,00 H ,37 1, ,00 J ,438 1, ,00 J 2 0,49 1, ,00 J 2 0,66 14, ,00 K ,438 1, ,00 K 2 0,49 1, ,00 K 2 0,66 14, ,00 M ,438 1,

19 API Technical Report C3ISO 10400: Corresponding Formula Numbers D 11 4; ; 6 60; 61 60; 61 60; 61 60; Outside Linear Mass Material Wall Inside Plain End Regular Coupling Special Clr Coupling Size Coupled Ka an t d Yield Short Long Grade Grade Grade Grade Standard Optional Label 1 Label 2 Grade % in. in. 1,000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 1000 lb 16 84,00 M6 2 0,49 1, ,00 M6 1 0,438 1, ,00 M ,49 1, ,00 L80 9Cr 2 0,66 14, ,00 L80* ,66 14, ,00 N80 2 0,66 14, ,00 N80 1 0,66 14, ,00 C9 1 0,66 14, ,00 P ,66 14, ,00 P110 0,66 14, ,00 Q12 1 0,66 14, ,0 H ,43 17, ,0 J ,43 17, ,0 K 2 0,43 17, ,0 M ,43 17, ,0 M ,43 17, ,00 H ,438 19, ,00 J 2 0,438 19, ,0 J 2 0,00 19, ,63 18, ,00 J ,00 K 2 0,438 19, ,0 K 2 0,00 19, ,63 18, ,00 K ,00 M6 2 0,438 19, ,0 M6 2 0,00 19, ,00 M6 1 0,438 19, ,0 M ,00 19,

20 APE DRILLING WORK SMART. Go APE. DIRECT DRIVE - HD DRILLS & CFA DRILLS GEAR REDUCTION - CFA DRILLS POWER UNITS VIBRATORY HAMMERS LEAD SYSTEMS HELICAL PILE MATERIALS PRESSURE GROUTED DISPLACEMENT PILE MATERIALS WORLD CLASS SERVICE AND SUPPORT apevibro.com apedrilling.com APE HD SYSTEMS Threaded sha1 connecons 3.1 Bending data UW laboratories 2014 Pipe OD Max mid span moment (kip in) Circumference APE HEADQUARTERS APE CHINA GULF REGIONAL OFFICE APE CANADA APE BRAZIL WESTERN REGIONAL OFFICE KENT, WA SHANGHAI, CHINA CONROE, TX GONZALES, LA EDMONTON, ALBERTA CANADA SAO PAULO, BRAZIL STOCKTON, CA (800) (23) (832) (800) (180) (8) (863) (888) (209) NORTHEAST REGIONAL OFFICE SAYREVILLE, NJ (888) (732) SOUTHEAST REGIONAL OFFICE MULBERRY, FL (800) (863) MID-WESTERN REGIONAL OFFICE ST. PETERS, MO (877) (636) MID-ATLANTIC REGIONAL OFFICE VIRGINIA BEACH, VA (866) (77) APE MEXICO (786)

21 apevibro.com APE DRILLING WORK SMART. Go APE. DIRECT DRIVE - HD DRILLS & CFA DRILLS GEAR REDUCTION - CFA DRILLS POWER UNITS VIBRATORY HAMMERS LEAD SYSTEMS HELICAL PILE MATERIALS PRESSURE GROUTED DISPLACEMENT PILE MATERIALS WORLD CLASS SERVICE AND SUPPORT apedrilling.com Test Setup, Instrumentation and Loading The flexural tests of the coupled piles were performed in the SRL s 2400-kip Baldwin Universal Testing Machine (UTM). Each coupled pile was placed on a steel support at each end and centered under the cross-head of the UTM as shown in Figure 1. End plates at the ends of each pile allowed free rotation at the ends, creating a simply supported condition for the specimens. The load was applied slowly by the UTM at the pile midpoint generating a maximum moment at the midpoint of PL4, where P is the applied load and L is the length of the pile between the endplates. The UTM is calibrated annually to NIST standards and documentation is provided at the end of this report. Safety Strap UTM Crosshead Point of Load Application Load Plates Specimen Endplate Steel Support Specimen Pile Coupler String Potentiometer Steel Support Figure 1. Test Setup Two different loading patches were used depending on the specimen strength as shown in Figure 2. It was desirable to spread the load application over a patch up to in. long to avoid local stress concentrations and damage at the point of load application. For the smaller specimens this was achieved using rubber bearings (Figure 2a) and for the larger specimens a combination of steel and aluminum plates were used (Figure 2b) with the somewhat softer aluminum in contact with the specimen. The stiffer loading patch was necessary to accommodate the larger force required in the tests with large diameter piles. In most cases, the load was applied at the midpoint of the specimen such that the loading patch was directly on the coupler as shown. The one exception was for Specimen 1, which did not have a coupler. In this case the loading patch was placed at the midpoint of the specimen which was on the pile itself.

AND SUPPORT apedrilling.com Steel Plates Aluminum Plate Rubber Bearings Aluminum Plate (a) Smaller Diameter Specimens (b) Larger Diameter Specimens Figure 2.

22 apevibro.com APE DRILLING WORK SMART. Go APE. DIRECT DRIVE - HD DRILLS & CFA DRILLS GEAR REDUCTION - CFA DRILLS POWER UNITS VIBRATORY HAMMERS LEAD SYSTEMS HELICAL PILE MATERIALS PRESSURE GROUTED DISPLACEMENT PILE MATERIALS WORLD CLASS SERVICE AND SUPPORT apedrilling.com Steel Plates Aluminum Plate Rubber Bearings Aluminum Plate (a) Smaller Diameter Specimens (b) Larger Diameter Specimens Figure 2. Loading Patches Each specimen was instrumented with two strain gauge rosettes, one linear unidirectional strain gauge and one string displacement potentiometer while the load was recorded using the UTM s load cell. The strain gauges were placed as shown in Figure 3 and were included to give an indication of the strains in the piles as the interface with the coupler. All gauges were positioned on the bottom of the specimens to record the peak tensile strains from bending. As shown in Figure 3, the hex used to tighten the couplers was not at the midpoint of the specimens. The side of the specimen with a shorter distance from the hex to edge of the coupler was denoted the A- side and the side with the longer length from the hex to the end of the coupler was denoted the B- side. The string potentiometer was positioned on the bottom of each pile specimen at the midpoint of the span and measured the vertical deflection there. APE HEADQUARTERS APE CHINA GULF REGIONAL OFFICE APE CANADA APE BRAZIL WESTERN REGIONAL OFFICE KENT, WA SHANGHAI, CHINA CONROE, TX GONZALES, LA EDMONTON, ALBERTA CANADA SAO PAULO, BRAZIL STOCKTON, CA (800) (23) (832) (800) (180) (8) (863) (888) (209) NORTHEAST REGIONAL OFFICE SAYREVILLE, NJ (888) (732) SOUTHEAST REGIONAL OFFICE MULBERRY, FL (800) (863) MID-WESTERN REGIONAL OFFICE ST. PETERS, MO (877) (636) MID-ATLANTIC REGIONAL OFFICE VIRGINIA BEACH, VA (866) (77) APE MEXICO (786)

AND SUPPORT Bend tesng set up UW labs apedrilling.

Location B Coupler Midpoint Location A (b) Layout for Threaded-Welded Coupler (c) Layout for Threaded-Threaded Coupler Figure 3.

23 apevibro.com APE DRILLING WORK SMART. Go APE. DIRECT DRIVE - HD DRILLS & CFA DRILLS GEAR REDUCTION - CFA DRILLS POWER UNITS VIBRATORY HAMMERS LEAD SYSTEMS HELICAL PILE MATERIALS PRESSURE GROUTED DISPLACEMENT PILE MATERIALS WORLD CLASS SERVICE AND SUPPORT Bend tesng set up UW labs apedrilling.com Location B Coupler Midpoint Location A Coupler Midpoint Location B Location A (a) Typical Layout (View of Specimen in Place and View of Bottom of Specimen) Location B Coupler Midpoint Location A Location B Coupler Midpoint Location A (b) Layout for Threaded-Welded Coupler (c) Layout for Threaded-Threaded Coupler Figure 3. Locations APE HEADQUARTERS APE CHINA GULF REGIONAL OFFICE APE CANADA APE BRAZIL WESTERN REGIONAL OFFICE KENT, WA SHANGHAI, CHINA CONROE, TX GONZALES, LA EDMONTON, ALBERTA CANADA SAO PAULO, BRAZIL STOCKTON, CA (800) (23) (832) (800) (180) (8) (863) (888) (209) NORTHEAST REGIONAL OFFICE SAYREVILLE, NJ (888) (732) SOUTHEAST REGIONAL OFFICE MULBERRY, FL (800) (863) MID-WESTERN REGIONAL OFFICE ST. PETERS, MO (877) (636) MID-ATLANTIC REGIONAL OFFICE VIRGINIA BEACH, VA (866) (77) APE MEXICO (786)

TERRATORQUE HELICAL ANCHORS AND HELICAL PILING PRODUCT CATALOG

TERRATORQUE HELICAL ANCHORS AND HELICAL PILING PRODUCT CATALOG INTRODUCTION TerraTorque offers quality helical anchors and helical piling to industry. Our products are available in square shaft (type TS)