Drawings Part 2 (4 of 4) Revised and New Drawings.pdf
PDF 948 KB Posted
- Attached to
- Multiple WSLP Access Roads
- Solicitation number
- W912P821B0047
About this file
This file contains drawings and cross sections for the construction of multiple aggregate access roads as part of a federal solicitation from the U.S. Army Corps of Engineers New Orleans District. The solicitation seeks bids for clearing, grading, constructing culverts and asphalt paving for seven aggregate roads. Bids are due by 1:00pm CST on July 6, 2021, with bid, payment and performance bonds required shortly after award. The drawings depict road alignments, cross sections, boring logs and soil test data to support construction of the access roads. Magnitude of work is estimated between $10-25 million.
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R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
NEW ORLEANS DISTRICT
M A
R C
H
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
I N
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E A
R S
T R
E N
G T
H T
.S .F
ENVELOPE
NO. EL.
TYPE
STRENGTH
C - TSFV
TABULAR TEST DATA
CLASS
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
0.00
0.25
0.50
0.75
2.00
2.25
2.50
2.75
3.00
3.25
3.50
3.75
4.00
V O
ID
R
A T
IO
1.00
1.25
1.50
1.75
EFFECTIVE STRESS, T.S.F.
50 1002010521.5.2.1.02 .05.01
So,rt,O Gr&Br
No Sample
So,Wd,rt vSo,Wd,rt 173
O
So,Wd,rt
Gr&T
So,rt M,rt
So,rt
Gr
So,rt M,SlS,Wd,cc
So,rt
St gnGr&T
St Gr&T
M St
Br&Gr
So T&Gr M Gr&T So,cc Br&Gr So,SlS T&Gr M,SlS Br&T So Br&Gr
0.0070 CS
T&Gr
M,cc St,cc
Br&Gr
St,cc,SL T&lGr vSt,cc,SL gnGr&T
CS
Br&Gr
0.0261 Br
M,SS,slf Gr M,cc M,slf gnGr&T
St,SL Gr
St,SlS,SL Gr&T
St,SL Gr
30�05'51.46" 90�35'55.06" (U)
BOR. WSLP-19-079U (19-008195)
STA.
WATER DEPTH 2.5 FT.
Date: 9/24/2019
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. 0.01W or D10
-10
-20
-30
-40
-50
E L
E V
A T
IO
N
S I
N F
E E
T
N .A
.V .D
162wL
,1
Q
1 -6.3 Q 0.0 0.095 CH
Q
2 -10.3 Q 0.0 0.389 CL
Q
3 -18.3 Q 0.0 0.588 CL
Q
4 -26.3 Q 0.0 0.337 CH
1.12Q
5 -33.3 Q 0.0 1.119 CH
1.119 Q
6 -41.3 Q 0.0 0.681 CL
Ei
Ef
Pc
162wL147wN
,1
C
7 -6.5 C 0.0 0.000 CH
Ei
Ef
Pc
3.600C
8 -26.5 C 0.0 0.000 CH
File details come from the government source that posted it. Updated .