MIL-DTL-28619D
TABLE I. Applicable drawings.
Class
Nominal weight, lb (kg)
Applicable drawing no.
1
200 (91)
813507
813508
813509
2
3,000 (1 361)
813510
813511
813512
813584
3
6,000 (2 722)
813513
813514
813515
813583
4
9,000 (4 083)
813516
813517
813518
813561
5
12,000 (5 443)
813519
813520
813521
879085
6
15,000 (6 804)
813503
813504
813505
813464
3.4 Construction. The complete anchor assembly shall conform to the requirements and
dimensions specified herein and on the applicable drawings. No deviation from the prescribed
dimensions or tolerances is permissible without prior approval of the contracting officer. The
tolerance criteria of the fluke angle with respect to the anchor shank shall be 50 degrees
± 1 degree for mud use, and 34 degrees ± 1 degree for sand use.
3.4.1 Shank. The shank shall be either cut from structural steel conforming to ASTM A 36, or
forged from steel conforming to ASTM A 668, class D.
3.4.2 Stabilizers. Stabilizers for class 1 anchors shall be welded to the to the anchor. Stabilizers
for class 2 through class 6 should be hinged or welded as specified (see 6.2).
3.4.3 Wedges. Unless otherwise specified (see 6.2), wedges will be provided. When provided,
the required number and sizes of bolts, nuts, and washers shall also be provided for complete
installation. Bolts, nuts and washers should conform to ASTM A 325.
3.4.4 Palm extensions. Unless otherwise specified (see 6.2), palm extensions shall be provided
for field welding to the tripping palms. When palm extensions are to be shop welded to the
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