MIGHTY LITE II

 

COMPLIES WITH LATEST OSHA REGULATIONS
PROFESSIONAL ENGINEER CERTIFIED
CONFIGURATIONS CHANGE WITHOUT DISASSEMBLY
FEWER ASSEMBLY PARTS
POSITIVE DIRECT CONNECTIONS
STYROFOAM FILLED-MAINTAIN THE LIGHTWEIGHT ALUMINUM ADVANTAGE
ADJUSTABLE LIFTING LUGS (ALLOWS LOW LIFT)
STACKABLE (TONGUE AND GROOVE ALIGNMENT)



Call for the American Shoring Distributor nearest you

1-800-407-4674

Fax: 1-800-361-1973 E-Mail us at MightyLite@aol.com

MIGHTY LITEIITM
IMPROVED MODULAR SOIL SUPPORT SYSTEM
MODEL
HEIGHT
LENGTH
WEIGHT
Each Side
Shield
Capacity (PSF)
DEPTH RATING
FOR SOIL TYPE
A
25
B
45
C
60
C
80
22-ML2
2'
2'
39#
49441#
2472
1373
1030
773
23-ML2
2'
3'
44#
14373#
718
399
299
225
24-ML2
2'
4'
54#
6735#
336
187
140
105
25-ML2
2'
5'
66#
3892#
194
108
81
61
26-ML2
2'
6'
78#
2532#
126
70
52
40
27-ML2
2'
7'
88#
1788#
88
49
37
28
28-ML2
2'
8'
98#
1317#
65
36
27
21
210-ML2
2'
10'
120#
825#
40
22
16
13
212-ML2
2'
12'
140#
600#
25
14
10
8
45-ML2
4'
5'
132#
3892#
194
108
81
61
46-ML2
4'
6'
156#
2532#
126
70
52
40
48-ML2
4'
8'
196#
1317#
65
36
27
21
410-ML2
4'
10'
240#
825#
40
22
16
13
412-ML2
4'
12'
280#
600#
25
14
10
8
65-ML2
6'
5'
198#
3892#
194
108
81
61
66-ML2
6'
6'
234#
2532#
126
70
52
40
68-ML2
6'
8'
294#
1317#
65
36
27
21
610-ML2
6'
10'
360#
825#
40
22
16
13
612-ML2
6'
12'
420#
600#
25
14
10
8
85-ML2
8'
5'
264#
3892#
194
108
81
61
86-ML2
8'
6'
312#
2532#
126
70
52
40
88-ML2
8'
8'
392#
1317#
65
36
27
21
810-ML2
8'
10'
480#
825#
40
22
16
13
812-ML2
8'
12'
560#
600#
25
14
10
8


SCREW JACK SELECTION

INCLUDES SPECIAL GRAVITY PINS
MODEL
WIDTH
WEIGHT
(EACH)
WEIGHT
(2/SET)
SJ-23
2'-3'
21#
42#
SJ-35
3'-5'
30#
60#
SJ-57
5'-7'
37#
74#
SJ-79
7'-9'
45#
90#
ACME THREADS MACHINED FROM SOLID STEEL, NICAD PLATED, HELD IN PLACE WITH 4-ONE PIECE 5/8" DIAMETER GRAVITY PINS


CORNER POST SELECTION
MODEL
LENGTH
WEIGHT
(EACH)
CP24
24"
18#
CP48
48"
34#
CP72
72"
50#
CP96
96"
67#
CP120
120"
84#

*** PSF Ratings and depths are based on short term exposure with excavation open a period of time equal to 24 hours or less. Consult manufacturer should long term exposure be required. Depths are based on A, B, C soil types are described in OSHA's 29 CPR Part 1926 Subpart P, October 31, 1989 with Type A not exceeding 25 PSF per foot of depth. Type B not exceeding 45 PSF per foot of depth. Type C-60 not exceeding 60 PSF per foot of depth and Type C-80 not exceeding 80 PSF per foot of depth. Determine actual soil pressures and consult Manufacturers Tabulated Data prior to each use.

CONTACT US FOR DETAILS.





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