M
Mamgement Division, 14-1 to 14-3
Deployment Completion Report, 14-3
SITREP, 14-2
timekeeping, 14-2
Map projections, 9-10 to 9-23
conformality, 9-20
conic projections, 9-19, 9-22
Mercator projections, 9-11 to 9-19
polyconic projections, 9-21 to 9-22
Mass diagrams, 10-10 to 10-14
cumulative yardage, 10-12
plotting mass diagrams, 10-12
Material estimating, 5-4 to 5-8
bituminous paving, 5-7
checking estimates, 5-5
concrete estimating, 5-7
N
NMCB TOA, 6-9
O
Optimum moisture content, 13-1
P
Pedological surveys, 16-3 to 16-4
Penetration test, 13-44
Piles, 1-7
bearing piles, 1-7
pile location sheet, 10-29
sheet piles, 1-7
Pins, 1-26 to 1-27
Plane-table topography, 9-1 to 9-10
horizontal point location, 9-5 to 9-6
plane-table field notes, 9-7
plane-table orientation, 9-2 to 9-5
Plats, 10-35 to 10-36
Plotting horizontal control, 7-24 to 7-27
coordinate method, 7-26
protractor and scale method, 7-24
tangent method, 7-25 to 7-26
Pour test, 13-41, 13-42
Property boundary description, 10-30 to 10-34
blocks, tracts, and subdivisions, 10-32 to 10-33
metes and bounds, 10-30 to 10-32
plane coordinates, 10-32
R
Rivets, 1-27
Road plan, 3-3
dimensioning, 3-7
Roads, 3-1 to 3-14
road profile, 3-4 to 3-5
sections, 3-7 to 3-10
terminology, 3-2
Route surveys, 10-1 to 10-7
drainage, 10-3 to 10-6
electrical distribution, 10-2 to 10-3
S
Satellite survey systems, 15-23 to 15-24
Doppler systems, 15-23
global systems, 15-23 to 15-24
Sieve analysis, 13-22
Smear test, 13-41
Soil-cement stabilization, 18-5 to 18-7
materials, 18-5
tests, 18-6
Soil classification, 16-11 to 16-14
borderline soils, 16-12, 16-13
coarse-grained soils, 16-11 to 16-13
fine-grained soils, 16-13
organic soils, 16-13
INDEX-4
