A22.PLAN_SET_REF-2021-10-15-SITE_CHARACTERIZATION.pdf
PDF 20 MB Posted
- Attached to
- MISSISSIPPI RIVER BASIN LOCK NOS. 21 AND 22 QUINCY, IL AND SAVERTON, MO KEVEL RAIL AND CONCRETE REPAIRS
- Solicitation number
- W912EK22R0020
About this file
This solicitation requests proposals for repairs to Lock Nos. 21 and 22 on the Mississippi River in Quincy, Illinois and Saverton, Missouri. The base bids include work such as replacing traveling kevel rails, checkposts, resurfacing, and electrical and appurtenance work at both locks. Option items include additional resurfacing and joint repairs at Lock No. 21. Proposals are due by February 28, 2022. The Department of the Army Corps of Engineers Engineering District Rock Island will award a firm fixed-price contract for the work. Proposers should contact the identified Contract Specialist to request access to supplemental files too large to upload to SAM.gov.
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N
A1
MR L&D22 INSTRUMENTATION
N o n e
M R -L
D
-2
V -1 d g n
A S S
H O
W N
/0
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M L S
V-101
L O
C K A
N D D
A M N
O
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N N
IB
A L
M O
M
IS
S
IS
S
IP
P I
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IV
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D J
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N S
O N
J J B
L O
C K -D
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V O
IR
I
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P E
C T
IO
N S
P
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N D
A T
A
P
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D
IC
I
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P E
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IO
N S
ID
Sheet
S O
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IC
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A T
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N N
O
F
IL
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A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
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D E
S C
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IO
N
D
2 3
C
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A
B
M A
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D A
T E
S
IZ
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S U
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IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
L
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C K I S
L A
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T R
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S I
D
ZZ Z
ZZ Z
ZZ Z
ZZ
PLAN
CORPS OF ENGINEERS U.S. ARMY
M - L 22 16/5
MARKER
SLM
STA.
SEPT 1994
DIST. ELEV. DIST.
AUG 2003
ELEV. DIST.
Post Flood 2008
ELEV.
6+32.0A +
L1 6+55.0A 471.565 471.577 471.559
113.99 113.945 113.960
D2 4+83.5A
4+83.5AD1
R3 4+83.5A
4+83.5AI4
L3 4+83.5A
A1 5+32.5A
5+32.5AU12
U11 5+32.5A
5+32.5AU10
U9 5+32.5A
5+32.5AU8
U7 5+32.5A
5+32.5AU6
U5
U4 5+32.5A
5+32.5A
U3
U2
U1
R2 5+32.5A
5+32.5A
5+32.5A
5+32.5A
5+32.5A
5+32.5AL2
I3
5+70.0AR1
I2
I1 6+55.0A
113.985
138.00
5+70.0A
471.560
471.557
113.960
471.562
471.562 471.559
471.562
113.970
471.559
471.542471.561
471.565
471.541
471.553
138.015 138.040
471.583 471.613
113.98 113.950 113.955
471.606
471.587
92.050
471.592
92.045
471.576
92.00
470.056
68.025
470.074
68.030
470.066
470.072
71.520
470.082
71.510
470.060
68.03
71.53
115.00
470.020
114.990
470.043
114.995
470.035
470.085
115.005
470.101
115.000
470.072
114.97
470.052
115.020
470.089
115.030
470.081
470.018
71.500
470.034
71.510
470.005
115.05
71.49
470.075
68.01
68.02
68.01
68.00
68.00
65.52
137.99
113.97
92.04
67.98
467.040
467.056
471.545
471.596
471.608
472.492
470.047
470.061
470.076
470.076
470.080
68.030
92.035
113.940
138.015
65.520
67.990
68.010
68.015
68.015
68.000
470.103
470.095
470.100
470.093
470.084
470.070
472.503
471.616
471.613
471.561
467.073
467.059
470.097
68.015
68.020
68.010
68.010
67.995
65.465
92.020
68.050
138.005
113.975
470.083
472.490
470.063
470.076
470.088
470.092
471.601
471.611
471.554
467.062
467.042
MARKER STA.
ELEV.ELEV.DIST. DIST.ELEV.DIST.
D3
D4
M3
SEPT 1994
D5
D6
D7
D8
M6
D9
D10
D11
467.034
68.015
467.036
68.035
D12
A2
I6
L5
I5
L4 4+58.0A
0+20.0B
4+58.0A
4+58.0A
4+58.0A
BM 22-R1 469.499 469.499
AUG 2003
D2 4+83.5A 467.040 467.059
4+83.5A
65.55 65.510
467.048 467.061
4+58.0A
4+83.5A 467.059
4+83.5A
4+83.5A
4+83.5A
4+83.5A
4+83.5A
4+83.5A
467.064
467.040
467.030
467.026
65.53
68.01
67.96
68.01
467.072
467.056
467.050
467.038
467.045
467.037
A3
4+83.5A
5+12.815A
65.500
65.520
67.995
68.005
68.005
68.025
67.995
65.45
471.540
472.474 472.485
471.546
NOT FOUNDNOT FOUND4+58.0A
471.584 471.595
NOT FOUND NOT FOUND0+20.0B
Post Flood 2008
65.480
467.048
65.525
68.010
68.015
68.000
68.010
467.039
467.057
467.040
467.037
467.027
467.033
68.015
65.430
467.026
472.473
471.533
471.599
469.499
467.042
NOT FOUND
NOT FOUND
DISTANCE IN
FEET FROM
CONTROL LINE
U=UPSTREAM
D= DOWNSTREAM
MARKER
9 SEPT 1994
14 AUG 2003
Post Flood 2008
L2
INSTR.
INSTR.
Not Read
.007U
.007U
I3 R2
.020D
.024D
U1
.010U
.018U
U2
.015U
.022U
U3
.020U
.028U
U4
.010U
.041U
U5
.010U
.029U
U6
.010U
.018U
U7
.000
.059U
U8
.005U
.000
U9
.008U
.036U
U10
.000
.004U
U11
.008U
.018U
U12
.005U
.000
A1
F.S.
PIER ALIGNMENT - STA. 532.5A
Post Flood
YEAR
2008 NOV 21, DEC 4
AUG 14,15
SEPT 7-9
OBSERVATION DATE
MAX. MIN. EFFECTIVE HEAD
AVER. MAX.
8.48
8.85
8.597.82
8.81
7.99
L.P.EL.U.P.EL.
459.81
459.46
459.49 450.81
450.57
451.33
L indicates Land Wall
I indicates Intermediate Wall
R indicates River Wall
U indicates upstream on piers
D indicates downstream on piers
A indicates Abutment
L,I,R & A are numbered beginning upstream
U & D Precede pier numbers
A3
Sta. 512.815A
A2
A1
8'
200'-0" Storage Yard1024'
6 Tainters 60'x25'=400'3 Rollers 100'x25'=330'-0" 15'3Tainters 60'x25'=196'
Auxiliary
Lock
Sta 570.0A
U1 2 3 4 5 6 7 8 9 10
M6 set on walk M3 set on walk
D1
L1 I1
Main
Lock
L2
L3
L4 I5
I4
I3
I2 R1
R2
R3
Sta 655.0A
Sta 532.5A Sta 520.0A
Sta 483.5A
L Service Bridge
Sta 458.0A
Sta 20.0B
L Pintle Sta 0.0C
C
L5 I6
15'
FIELD BOOK REFERENCE
1994 N22-PS-26, P. 27-39
2003 N22-PS-26, P. 40-44
100'
SCALE : 1"=100'-0"
N
200'
CL SERVICE BRIDGE
C
STA. 532.5 AHEAD
MARKER ON L OF PIER
STA. 520.0 AHEAD
U.P. EL. 459.5
HW EL. 475.88
FLOW
1" DIA.
S
W E
D G
E
/8
PIER POSITION MARKER
WT. 15 LBS.
MAKEBRASS
SURFACE
SMOOTH
MARKER ON L OF PIER
MARKER ON L OF PIER
C
C
C
TYPICAL TAINTER GATE PIER
L SERVICE BRIDGE
STA. 532.5 AHEAD (A)
FLOW
STA. 520.0 AHEAD (A)
C
STA. 458.0 AHEAD
MARKER ON L OF PIER
EL. 458.0
L.P. EL 449.0
TYPICAL ROLLER GATE PIER
SETTING DIAGRAM
SCALE: 6" = 1'-0"
AFTER CENTER PUNCHING.
STAMP IDENTIFICATION MARK
CENTER PUNCH AFTER SETTING.
GROUT
"8
SURFACE OF
CONCRETE ROD
BRASS
STA. 483.5 AHEAD (A)
EL. 464.5
EL. 458.0
L.P. EL. 449.0
EL. 434.5
(1934)
L.W. EL. 444.0
F L
O W
EL. 470.0
HW EL. 475.88
U.P. EL. 495.5
2013 459.87 450.22 9.05 9.30AUG 7, 27, 28, 29TH
DIST. ELEV.
AUG 2013 AUG 2013
DIST. ELEV.
2003 N22-PS-26, P. 45-47
2013 N22-PS-26, P. 55-60
28 AUG 2013 INSTR. F.S.
FORESIGHT (F.S.)
.015U .046D .030U .041U .032U .020U .011U .012U .010U .037U .047U .026U.000 .000
138.042
114.977
115.016
115.023
68.02
113.96
113.96
113.95
92.050
68.045
71.514
71.504
68.005
68.019
67.994
68.007
68.010
65.511
138.01
113.96
92.05
471.589
471.575
471.578
471.575
471.560
471.625
471.602
470.085
470.101
470.058
470.114
470.103
470.051
470.122
470.112
470.117
470.112
470.103
470.087
472.508
471.626
471.626
471.569
467.081
467.073
65.51
65.52
67.98
68.01
68.02
68.02
68.01
65.48
113.97
113.95
467.073
467.062
467.064
467.091
470.112
467.059
467.050
467.059
467.044
472.494
471.551
471.611
471.608
471.641
469.499
BASE OF RAIL EL. 493.70
EL. 434.50
NO SCALE
NO SCALE
ITEMS IN STORAGE YARD BLOCK MARKER2
1 MONUMENT RESET IN CONTRACT W912EK-09-C-0098
60' x 25' = 60'
1 Submersible Tainter
EL. 470.0
EL. 455.0
A1
MR L&D21 INSTRUMENTATION
N o n e
M R -L
D
-2
V -1 d g n
L O
C K -D
A M -R
E S
E R
V O
IR
I
N S
P E
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N S
D J
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M L S
J J B
P
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N D
A T
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D
IC
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N S
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L O
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N D D
A M N
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Q U
IN
C Y
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IS
S
IS
S
IP
P I
R
IV
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ID
Sheet
S O
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
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C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
U .S
A R
M Y C
O R
P S O
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N G
IN
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R S
R O
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L A
N D
IL
L
IN
O
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R O
C K I S
L A
N D D
IS
T R
IC
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A N
S I
D
PLAN
Z ZZ
Z ZZ
Z Z
U.S. ARMYCORPS OF ENGINEERS
MARKER STA.
Mon.L 4+93.25A
AUG 1993
DIST. ELEV.
SEPT 1998
DIST. ELEV. DIST.
SEPT 2003 Post flood 2008
DIST. ELEV.ELEV.
MARKER STA.
DIST.
AUG 1993
ELEV. DIST.
SEPT 1998
ELEV.
SEPT 2003
DIST. ELEV.
Post flood 2008
DIST. ELEV.
L4
L1
I1
L3
I3
L4
I4
L5
I5
I2
R1
I3
R2
I4
R3
R2
U1
U2
U3
U4
U5
U6
U7
U8
U9
U10
U11
U12 5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
5+34.0A
4+93.25A
4+93.25A
5+34.0 A
5+34.0 A
5+75.0 A
5+75.0 A
4+58.0 A
4+58.0 A
4+93.25A
4+93.25A
5+34.0 A
5+34.0 A
6+55.0 A
6+55.0 A
4+93.25A
114.004
139.048
113.890
113.855
96.128
72.169
72.207
72.179
75.674
115.041
115.019
115.059
75.656
72.165
72.190
72.127
482.207
482.184
482.148
482.157
482.288
482.131
482.172
482.185
482.142
482.138
482.165
482.126
DESTROYED
483.622
483.579
483.631
483.568
483.607
483.600
483.603
483.622
DESTROYED
483.631
DESTROYED
483.604
483.615
DESTROYED
114.019
139.065
113.911
113.861
96.129
72.162
72.217
72.172
75.686
115.032
115.016
115.062
75.660
72.172
72.181
72.149
482.207
482.184
482.148
482.157
482.288
482.131
482.172
482.185
482.142
482.138
482.165
482.126
72.155
72.180
72.165
75.660
115.060
115.015
115.035
75.680
72.180
72.215
72.160
96.135
482.248
482.235
482.196
482.207
482.331
482.189
482.219
482.231
482.176
482.176
482.195
482.155
483.606
483.607
72.155
72.165
72.180
75.650
115.080
115.000
115.055
75.675
72.185
72.205
72.160
96.140
113.850
482.252
482.234
482.203
482.209
482.343
482.192
482.231
482.235
482.186
482.179
482.203
482.159
483.604
483.598
483.658483.622
483.579
483.631
483.568
483.607
483.600
483.603
483.622
483.631
483.604
483.615 483.642
483.668
483.658
483.632
483.629
483.636
483.592
483.668
483.606
483.658
113.830
113.855
113.890
139.065 139.050
113.905
113.860
483.604
483.670
483.588
483.632
483.630
483.632
483.658
483.670
483.638
U12
A1
5+34.0 A
5+34.0 A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+58.0 A
4+58.0 A
4+58.0 A
4+58.0 A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
4+93.25A
0+20.0 B
0+20.0 B
5+11.08A
5+34.0 A
5+34.0 A
5+34.0 A
4+79.8 AR3A
R2
I3B
I3A
BM 21-L-1
D14
I6
L6
A2X
A2
D12
D11
D10
D9
M8
D8
D7
D6
D5
M5
D4
D3
D2
D1
R3
A2X u d
54.20
11.185
483.579
483.573
482.560
483.603
DESTROYED
483.603
482.560
483.579
483.573
54.05
11.188 11.195
483.606
483.612
482.560
483.636 483.631
482.560
483.604
483.605
478.612
478.680
478.728
478.737
478.711
484.087
80.185
69.650
72.175
72.195
72.140
69.655
478.612
478.678
478.720
478.736
478.703
484.089
483.464
80.135
69.650
72.165
72.195
72.140
69.670
478.566
478.620
478.665
478.682
478.655
484.057
69.665
72.145
72.198
72.159
69.685
80.141
484.057
478.655
478.682
478.665
478.620
478.566
80.416
69.682
72.152
72.201
72.133
69.659
11.160
478.584
478.669
478.596
478.623
478.565
483.598
484.087
484.059
482.252
69.710
80.185
96.125
72.225
72.180
72.160
69.670
478.591
478.660
478.596
478.619
478.566
483.607
483.473
484.089
484.066
482.248
69.675
80.145
96.135
72.210
72.170
72.165
69.695
478.569
478.635
478.577
478.601
478.548
484.057
484.037
482.207
69.708
209.993
72.205
72.175
72.162
69.678
478.569
478.635
478.577
478.601
478.548
I4-D1
DESTROYED
484.057
484.037
482.207
69.733
209.988
72.206
72.182
72.157
69.657
A2
DIST. ELEV.
AUG 2013 AUG 2013
DIST. ELEV.
YEAR
Post flood
2008 SEPT.26,NOV.19,20
AUG.13,SEPT.10,11
SEPTEMBER 15-16
AUGUST 24-25
OBSERVATION DATE U.P.EL.
478.91
470.4
470.0
470.51 461.84
459.96
462.3
478.11
L.P.EL.
MIN.MAX. EFF. HEAD
AVER. MAX.
0.76
7.1
9.47
7.53 8.05
10.04
7.9
0.76
L indicates Land Wall indicates Intermediate Wall
R indicates River Wall
I
U indicates upstream on piers
D indicates downstream on piers
A indicates Abutment
L, I,R, & A are numbered beginning upstream
U & D Precede pier numbers.
B1, B2, & B3 are concrete monuments.
U11 U12U10U8 U9U7R2 U1MARKER U5 U6U4U2 U3
U=UPSTREAM
D=DOWNSTREAM
CONTROL LINE
DISTANCE IN
FEET FROM
INSTR.
INSTR.
.000
L3 I3 A1 A1X 13A 13B
25 AUG 93
16 SEPT 98
10 SEPT 03
POST FLOOD 2008
PIER ALIGNMENT - STA. 534.0
NOT READ
INSTR.
DESTROYED
DESTROYED
.015D .008D .010D .010D .008D .021D .021D .019D .023D .012D .000 .014D F.S.
F.S.
F.S.
.521D .002D .004D
.017D .010D .025D .015D .027D .029D .028D .008D .030D .006D .009U .004U .001D .002D
.018D .000 .018D .017D .021D .026D .010D .017D .013U .004U .015U .565D .005U .008U
F L
O W
200'-0" Storage Yard
(Submergible)
5-64'-2"x20' Tainters=352'-10"
1065'-8"
(Submergible) (Submergible)
3 Rollers 100'x20'=330'-0"15' 15' 5-64'-2"x20' Tainters=352'-10" Auxiliary
Lock Main Lock
A1 offset 6" Downstream
Sta 5+11.08
A1X
82'-0"
2'-0"
A2
A1
Abutment A
11 10 9 8 7 6 5 4 3 2 U1 R2 I3 A B L3 Sta 534.0A
Sta 575.0A
Sta 600.0A
Sta 655.0A
L Service Bridge Sta 520.0A
Sta 493.25A
Sta 458.0A
C
Landwall line 2 foot
Intermediate Wall line 2 foot
B2
B1 73'-0"
L1
L2
L4
L5
L6I6
I5
I4
I2
I1
R1
R3
R3A
River Wall
D1
L Pintle Sta. 590.0A
M5 set on walkM8 set on walk
Sta 20.0B
L Pintle Sta 0.0 B3
L Pintile Sta 670.0AC
C
C
100'
SCALE : 1"=100'-0"
200'0'
MARKER ON L OF PIER
MARKER ON L OF PIER
C
C
C
TYPICAL TAINTER GATE PIER
L SERVICE BRIDGE
STA. 537.0 AHEAD (A)
STA. 493.25 AHEAD (A)
FLOW
TYPICAL ROLLER GATE PIER
CL SERVICE BRIDGE
C
C
STA. 534.0 AHEAD
MARKER ON L OF PIER
STA. 458.0 AHEAD
MARKER ON L OF PIER
STA. 520.0 AHEAD
EL. 482.0
U.P. EL. 470.0
HW EL. 489.90
EL. 464.5
L.P. EL 459.5
FLOW
SETTING DIAGRAM
SCALE: 6" = 1'-0"
AFTER CENTER PUNCHING.
STAMP IDENTIFICATION MARK
CENTER PUNCH AFTER SETTING.
1" DIA.
S
W E
D G
E
/8
GROUT
PIER POSITION MARKER
"8
WT. 15 LBS.
MAKE
SURFACE OF
CONCRETE
BRASS
U.P. EL. 470.0
HW EL. 489.90
EL. 482.0
STA. 520.0 AHEAD (A)
EL. 464.5
L.P. EL. 459.5
FIELD BOOK REFERENCE
1993 N21-PS-15 P.6-17.
2003 N21-PS-15 P.21-27.
1998 N21-PS-15 P.18-20.
2008 N21-PS-15 P.28-32.
1 POST FLOOD CONSTRUCTION
N
ROD
BRASS
SURFACE
SMOOTH
M - L 21 16/5
483.641
483.654
483.616
483.616
483.663
483.654
483.650
483.626
483.626
483.575
483.663
483.592
483.650
483.580
483.592
2 L5 MONUMENT GONE FRESH CONC. HERE
27 AUG 13 INSTR. F.S..000 .000 .000.000.031D .012D .027D .020D .030D .054D .012D .025D .50 D .003D .003D
114.010
115.019
115.041
115.033
482.230
482.233
482.183
482.208
482.330
482.194
482.217
482.237
482.169
482.180
482.194
482.161
139.07
139.08
113.89
113.83
113.82
96.142
72.159
72.216
72.172
75.706
75.661
72.173
72.182
72.152
483.589
482.560
54.06
11.192
483.592
483.631
483.624
69.704
69.680
478.585
478.659
478.600
478.616
478.563
483.580
484.059
484.054
482.230
96.15
72.21
72.180
72.160
478.594
478.680
478.715
478.740
478.689
484.059
483.618
483.628
69.670
72.15
72.19
72.170
69.67
114.05
JULY 23, 26, & 27TH 470.08 460.59 9.26 9.35
NO SCALE
NO SCALE
3 ITEMS IN STORAGE YARD BLOCK MARKER
d - downstream u - upstream
Two markers exist
A2X
91.4283439.90352LD21-2021-07
91.4293539.90288LD21-2021-06
91.4267839.90460LD21-2021-04
91.4275539.90407LD21-2021-03
W LONGITUDEN LATITUDECORING
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SITE PLAN- CORING LOCATIONS- LOCK 21
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SHEET ID
®of Engineers
US Army Corps
U .S
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P S
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IN
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P R
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C T
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40' 80'0
N
CORING SYMBOL.
CORING LOCATION DESIGNATION LABELS SHOWN NEXT TO THE
LD21-2021-03 THROUGH LD21-2021-07 ARE THE CORRESPONDING 2.
LOGS, SEE B-601
THIS SHEET SHOWS THE CORING LOCATIONS FOR THE CORING 1.
GENERAL NOTES
FLOW
MISSISSIPPI RIVER
LD
21-2021-04
LD
21-2021-03
LD
21-2021-07
LD
21-2021-06
91.2508739.63730LD22-2022-05
91.2500539.63643LD22-2022-04
91.2504139.63684LD22-2022-03
91.2510039.63740LD22-2022-02
91.2513039.63774LD22-2022-01
W LONGITUDEN LATITUDECORING
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
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SCALE: 1"= 40'-0"
SITE PLAN- CORING LOCATIONS- LOCK 22
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LD22-2022-04
LD22-2022-03
LD22-2022-05
LD22-2022-02
LD22-2022-01
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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P S
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IN
E E
R S
P R
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C T
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40' 80'0
N
CORING SYMBOL.
CORING LOCATION DESIGNATION LABELS SHOWN NEXT TO THE
LD22-2022-01 THROUGH LD22-2022-05 ARE THE CORRESPONDING 2.
LOGS, SEE B-602 & B-603
THIS SHEET SHOWS THE CORING LOCATIONS FOR THE CORING 1.
GENERAL NOTES
F L O
W
M
IS
S
IS
S
IP
P I R
IV
E R
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 12/13/2021
TOTAL DEPTH OF HOLE: 20"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD21 RESURFACING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD21-2021-04
UPSTREAM GUIDEWALL BY PULL BOX
LOCATION:
DIRECTION OF CORE: VERTICAL
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
NAME OF DRILLER:
DATE OF DRILLING: 12/13/2021
TOTAL DEPTH OF HOLE: 20"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD21 RESURFACING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD21-2021-06
DOWNSTREAM MACHINARY PIT BY PULL BOX
LOCATION:
DIRECTION OF CORE: VERTICAL / HORIZONTAL
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE
NAME OF DRILLER:
DATE OF DRILLING: 12/13/2021
TOTAL DEPTH OF HOLE: 22"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD21 RESURFACING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD21-2021-07
UPSTREAM MACHINARY PIT
LOCATION:
DIRECTION OF CORE: VERTICAL
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 12/13/2021
TOTAL DEPTH OF HOLE: 21"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD21 RESURFACING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD21-2021-03
UPSTREAM GUIDEWALL BY PULL BOX
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
1" MINUS
CRUSHED AGGREGRATE
6" OVERLAY
E = 1942628
N = 1181225
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
2.5"- 3" TOP SIZE
CRUSHED AGGREGATE
- FREEZE/ THAW CRACK @ 9"
- FREEZE/ THAW CRACK @ 14"
21" END OF CORING- MECHANICAL BREAK
1" MINUS
CRUSHED AGGREGRATE
5" OVERLAY
2" MINUS TOP SIZE
CRUSHED AGGREGRATE
20" END OF CORING- MECHANICAL BREAK
1" MINUS
CRUSHED AGGREGRATE
3" OVERLAY
2" MINUS TOP SIZE
CRUSHED AGGREGRATE
22" END OF CORING- MECHANICAL BREAK
E = 1942852
N = 1181422
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
E = 1943071
N = 1181612
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
E = 1942341
N = 1180995
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
BREAK TYPE: 4
COMP. STR: 4,576 PSI
UNIT WEIGHT: 147.72 PCF
LOAD: 51,440 LBS.
AVG. DIAMETER: 3.69"
AVG. LENGTH: 5.25"
-NATURAL BREAK @ 13"
-FREEZE/ THAW CRACK @ 15"
-FREEZE/ THAW CRACK @ 17"
RUBBLE, INTERSECTED REBAR, BLACK
CRUSHED AGGREGATE 1" MINUS
3" OVERLAY
- FREEZE/ THAW CRACK @ 5"
2" TOP SIZE
CRUSHED AGGREGATE
21" END OF CORING- MECHANICAL BREAK
- FREEZE/ THAW CRACK @ 11"
- FREEZE/ THAW CRACK @ 14"
- FREEZE/ THAW CRACK @ 16"
- NATURAL BREAK @ 10"
BREAK TYPE: 3
COMP. STR: 3,522 PSI
UNIT WEIGHT: 143.91 PCF
LOAD: 39,590 LBS.
AVG. DIAMETER: 3.69"
AVG. LENGTH: 5.25"
BREAK TYPE: 2
COMP. STR: 6,877 PSI
UNIT WEIGHT: 150.77 PCF
LOAD: 73,440 LBS.
AVG. DIAMETER: 3.69"
AVG. LENGTH: 6.63"
BREAK TYPE: 4
COMP. STR: 7,170 PSI
UNIT WEIGHT: 150.06 PCF
LOAD: 78,140 LBS.
AVG. DIAMETER: 3.69"
AVG. LENGTH: 6.50"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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R O
C K I S
L A
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SCALE: 1"= 0'-6"
DIAGRAM- CORING LOGS LD21
J .R
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0 6" 1'
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 3/7/2022
TOTAL DEPTH OF HOLE: 70"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD22 KEVEL RAILING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD22-2022-01
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 3/7/2022
TOTAL DEPTH OF HOLE: 24"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD22 KEVEL RAILING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD22-2022-03
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 3/7/2022
TOTAL DEPTH OF HOLE: 18"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD22 KEVEL RAILING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD22-2022-02
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 3/7/2022
TOTAL DEPTH OF HOLE: 26"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHL
PROJECT: LD22 KEVEL RAILING
CEMVR-EC-G
INSTALLATION:CORING LOG
CORE NO.: LD22-2022-04
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
½" MINUS
CRUSHED AGGREGRATE
2" OVERLAY
2" MINUS
CRUSHED AGGREGATE
- NATURAL BREAK @ 3½"
40" END OF CORING- MECHANICAL BREAK
E = 1991124
N = 1083758
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
BREAK TYPE: 4
COMP. STR: 7,609 PSI
UNIT WEIGHT: 159.8 PCF
LOAD: 78,530 LBS.
AVG. DIAMETER: 3.63"
AVG. LENGTH: 6.88"
- NATURAL BREAK @ 5"
2" MINUS
CRUSHED AGGREGRATE
½" MINUS
2" OVERLAY, CRUSHED AGGREGRATE
- NATURAL BREAK @ 3½"
24" END OF CORING- MECHANICAL BREAK
E = 1991371
N = 1083428
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
BREAK TYPE: 3
COMP. STR: 7,997 PSI
UNIT WEIGHT: 155.7 PCF
LOAD: 82,530 LBS.
AVG. DIAMETER: 3.63"
AVG. LENGTH: 6.69"
- FREEZE & THAW CRACK
2" MINUS
CRUSHED AGGREGRATE
½" MINUS
CRUSHED AGGREGRATE
2" OVERLAY
- FREEZE/ THAW CRACK
- NATURAL BREAK @ 12"
18" END OF CORING- MECHANICAL BREAK
E = 1991207
N = 1083634
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
- NATURAL BREAK @ 7"
2" MINUS
CRUSHED AGGREGRATE
½" MINUS
CRUSHED AGGREGRATE
2½" OVERLAY
26" END OF CORING- MECHANICAL BREAK
E = 1991470
N = 1083277
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
- NATURAL BREAK @ 11"
2" MINUS
CRUSHED AGGREGRATE
2" MINUS
CRUSHED AGGREGATE
2" MINUS
CRUSHED AGGREGATE
BREAK TYPE: 3
COMP. STR: 7,896 PSI
UNIT WEIGHT: PCF
LOAD: 81,720 LBS.
AVG. DIAMETER: 3.63"
AVG. LENGTH: 6.69"
BREAK TYPE: 4
COMP. STR: 8,070 PSI
UNIT WEIGHT: 152.7 PCF
LOAD: 83,290 LBS.
AVG. DIAMETER: 3.63"
AVG. LENGTH: 6.88"
- FREEZE & THAW CRACK
- FREEZE & THAW CRACK
- REBAR @ 4"
- FREEZE/ THAW CRACK
- FREEZE/ THAW CRACK
2" MINUS
CRUSHED AGGREGRATE
2" MINUS
CRUSHED AGGREGRATE
- NATURAL BREAK @ 8"
- NATURAL BREAK @ 10"
- NATURAL BREAK @ 13"
- FREEZE & THAW CRACK
2" MINUS
CRUSHED AGGREGRATE, RUBBISH, REBAR, FREEZE & THAW CRACK
2" MINUS
CRUSHED AGGREGRATE
2" MINUS
CRUSHED AGGREGRATE
2" MINUS
CRUSHED AGGREGRATE- MECHANICAL BREAK
2" MINUS
CRUSHED AGGREGRATE
- FREEZE & THAW CRACK
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
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O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A1
SCALE: 1"= 0'- 6"
DIAGRAM- CORING LOGS LD22
J .R
U D
S E
R
IN
G L
O G
S L
D
D
IA
G R
A M
B-602
D .S
M
IT
H
T
M R
P R
O J
A .C
H U
R
S I
D
R E
V
IE
W
K E
V E
L R
A
IL
A
N D C
O N
C R
E T
E R
E P
A
IR
S
Q U
IN
C Y
IL
A
N D S
A V
E R
T O
N
M O
L O
C K N
O S A
N D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
W E
K
R
(ft)
DEPTH
LEGEND DESCRIPTION REMARKS
BILL TAGUE / JAY GATES
NAME OF DRILLER:
DATE OF DRILLING: 3/7/2022
TOTAL DEPTH OF HOLE: 6½"
DRILL DESIGNATION: MILWAUKEE DRILL, STIHLCORE NO.: LD22-2022-05
LOCATION:
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4" DIAMETER, INSIDE LENGTH OF 14", THIN WALL
SIZE AND TYPE OF BIT:
DIRECTION OF CORE: VERTICAL
½" MINUS
GROUT, CRUSHED AGGREGRATE
- NATURAL BREAK
6½" END OF CORING- MECHANICAL BREAK
E = 1991243
N = 1083597
(US SURVEY FEET)
COORDINATES: STATE PLANE NAD '83 IL WEST
- NATURAL BREAK
- NATURAL BREAK @ 2"
- NATURAL BREAK
½" MINUS
CRUSHED AGGREGRATE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T /T .O
N O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A1
SCALE: 1"= 0'- 6"
DIAGRAM- CORING LOGS LD22
J .R
U D
S E
R
IN
G L
O G
S L
D
D
IA
G R
A M
B-603
D .S
M
IT
H
T
M R
P R
O J
A .C
H U
R
S I
D
R E
V
IE
W
K E
V E
L R
A
IL
A
N D C
O N
C R
E T
E R
E P
A
IR
S
Q U
IN
C Y
IL
A
N D S
A V
E R
T O
N
M O
L O
C K N
O S A
N D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
W E
K
R
RR Mile 112
Lock No. 22
33 66
194232186171172157159
231223229227217231212216229241241252257249219217188210
178237257239222226234202241234223222223229221209204220246257261275275273268243233233
257255257243236220228227241235233231234229222221225249260261260278277271262245233233
258257260233213220224228255211198205212198204207208224229232242254264266264256264265
250247250230191221217239253261220207219230239248249256267278272259264239240259273254
239245228248257253244246249261277266271281281279287252246271241254275245232
193252233252254249250266275285291288284274269281281245261281256270244228238
223257229260246250265270284290295299291266262272284245264274264291248227252
274266275280288294299301292262251258265256275273276295255225254255
277271278290295300304308281292250252261269278 251280294296
1,088,000 1,086,000 1,085,000 1,084,000
1, 3, 1, 2, 1, 8, 1, 7, 1,086,000 1,084,000 1,083,000 1,082,000
1,994,0001,993,0001,992,0001,991,000
1, 0, 1, 9, 1, 4, 1, 3, 1,992,0001,991,0001,990,0001,989,000
0 200 400 600 800 1,000 1,200100 Feet
Horizontal Projection: State Plane, NAD 1983 Illinois West - 1202, U.S. Survey Feet
Vertical Datum: MSL 1912 U.S. Survey Feet.
Imagery: 2021 USDA NAIP
Ú
Ú
Ú Ú
Ú
Ú
Ú
Ú
Ú
Ú Ú Ú
Ú
Ú Ú
Ú
Ú
Ú
Ú
IA
IL
WI
MO
ROCK ISLAND
ENGINEER DISTRICT
Peoria
La Grange
MarseillesStarved Rock
Survey Date:
NOTES:
Depth (Ft)
-10'
0'
9'
10' 10.5'
11' 12'
20'
30'
50'
River Mile
Lights
D es ig ne d B y:
D ra w n
B y:
C he ck ed
B y:
R ev ie w ed B y:
D at e:
/2 6/
F ile
N o.
I.S .O
. S he et F ile N am e:
S ol ic ita tio n
N um be r:
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T C
O R
P S
O F
E N
G
IN
E E
R S
! Mile
! Tenth
A pp ro ve d D at e
D es cr ip tio n
S ym bo l
Wing Dam Location
River Features
Yellow
White
Red
Green
Daybeacon
TR: Triangle, Red
SG: Square, Green
NG: Rhombus, Green and White
NR: Rhombus, Red and White
Site Detail Location Map Site Location Map
P oi nt s re pr es en t s ha llo w es t d ep th v al ue d er iv ed fr om
M ap
D oc um en t G rid is
0' x
0'
Conducted by:
Processed in ArcGIS by:
Document Name: UM_22_MVR_20220426_CS_30123014_22A
April 26, 2022
Cory B and Wyatt K
Jennie M 4/26/2022
Lock and Dam 22 UpperREACH:
POOL: 22
WATERWAY: UPPER MISSISSIPPI RIVER
SURVEYED RIVER MILES:
SURVEY TYPE:
REACH MILES:
U S A R M Y C O R P S O F E N G I N E E R S R O C K I S L A N D D I S T R I C T C E M V R - O D - T
Survey Vessel: S/V Cormorant
Flat Pool: 459.5
Water Surface: 460.51
Stage: 1.01
Upstream Gage: N/A
Downstream Gage: Lock 22 Pool RM 301.2
The information depicted on this map represents the results of a survey conducted on the date indicated and can only be considered to represent the general condition existing at that time.
fo ot g rid
300.9 to 302.1
CONDITION
301.2-301.4
Flow
U P
S T
R E
A M
D O
W N
S T
R E
A M
Caution Areas
!( Submerged Pipeline
Submerged Pipe Area
Submerged Cable Area
::::: Submerged Cable
Lateral Buoys
Red#*
Green#* of
S h ee t
R ef er en ce N u m b er
US Army Corps of Engineers
Rock Island District
COLLECTION TYPE: Mult ibeam 1:2,400
RR Mile 112
33 66
173 175 175 176 174 174 174 174 173 173 175 174 173 174 174
147 147 147 146 152 140 142 132 112 107 117 127 136 145 159 171 171 171 174 174 172 171 172 172 172 171 172 174
166 164 162 149 142 139 140 133 133 144 144 130 109 118 112 124 134 136 144 163 168 170 171 171 170 168 166 171 169 167 154 172
177 173 170 167 163 155 149 144 124 132 123 129 127 114 116 130 126 131 134 137 152 167 168 167 164 166 156 164 167 159 160 157 160
176 135 117 120 107 131 127 102 103 128 131 132 134 120 117 125 126 129 132 126 135 150 159 157 146 151 154 148 150 144 150 150 144
141 140 134 134 140 113 49 51 74 97 99 104 129 129 130 129 131 133 123 123 125 128 112 109 127 131 137 127 121 125 128 136 141 147 148 143
154 143 124 134 145 119 60 67 91 123 117 138 149 145 140 134 151 146 117 88 94 119 125 125 132 132 128 124 122 128 123 132 142 143 145 139
134 150 132 131 137 122 116 108 142 116 125 154 151 152 162 162 139 147 114 115 118 119 123 149 132 156 145 130 144 131 153 140 139 134 130 131
150 151 151 146 145 136 132 152 151 147 152 154 152 156 156 158 181 140 150 148 151 132 119 119 119 157 134 149 145 126 128 128 123 127 127 126 127
121 133 153 149 152 150 149 152 156 154 156 154 162 152 164 164 169 139 150 150 137 130 118 124 126 142 152 142 127 115 109 86 56 47 71 106 107
135 143 152 151 149 147 142 149 157 149 131 151 160 154 153 147 166 141 129 96
26 43 39
110 127 151 147 145 146 136 104 78 130
1,088,000 1,086,000 1,085,000 1,084,000
1, 3, 1, 2, 1, 8, 1, 7, 1,086,000 1,084,000 1,083,000 1,082,000
1,994,0001,993,0001,992,0001,991,000
1, 0, 1, 9, 1, 4, 1, 3, 1,992,0001,991,0001,990,0001,989,000
0 200 400 600 800 1,000 1,200100 Feet
Horizontal Projection: State Plane, NAD 1983 Illinois West - 1202, U.S. Survey Feet
Vertical Datum: MSL 1912 U.S. Survey Feet.
Imagery: 2021 USDA NAIP
Ú
Ú
Ú Ú
Ú
Ú
Ú
Ú
Ú
Ú Ú Ú
Ú
Ú Ú
Ú
Ú
Ú
Ú
IA
IL
WI
MO
ROCK ISLAND
ENGINEER DISTRICT
Peoria
La Grange
MarseillesStarved Rock
Survey Date:
NOTES:
Depth (Ft)
-10'
0'
9'
10' 10.5'
11' 12'
20'
30'
50'
River Mile
Lights
D es ig ne d B y:
D ra w n
B y:
C he ck ed
B y:
R ev ie w ed B y:
D at e:
/2 7/
F ile
N o.
I.S .O
. S he et F ile N am e:
S ol ic ita tio n
N um be r:
U .S
. A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T C
O R
P S
O F
E N
G
IN
E E
R S
! Mile
! Tenth
A pp ro ve d D at e
D es cr ip tio n
S ym bo l
Wing Dam Location
River Features
Yellow
White
Red
Green
Daybeacon
TR: Triangle, Red
SG: Square, Green
NG: Rhombus, Green and White
NR: Rhombus, Red and White
Site Detail Location Map Site Location Map
P oi nt s re pr es en t s ha llo w es t d ep th v al ue d er iv ed fr om
M ap
D oc um en t G rid is
0' x
0'
Conducted by:
Processed in ArcGIS by:
Document Name: UM_24_MVR_20220426_CS_30093012_22B
April 26, 2022
Cory B and Wyatt K
Jennie M 4/27/2022
Lock and Dam 22 UpperREACH:
POOL: 22
WATERWAY: UPPER MISSISSIPPI RIVER
SURVEYED RIVER MILES:
SURVEY TYPE:
REACH MILES:
U S A R M Y C O R P S O F E N G I N E E R S R O C K I S L A N D D I S T R I C T C E M V R - O D - T
Survey Vessel: S/V Cormorant
Flat Pool: 459.5
Water Surface: 459.88
Stage: 10.88
Upstream Gage: Lock 22 Tail RM 301.2 Downstream Gage: N/A
The information depicted on this map represents the results of a survey conducted on the date indicated and can only be considered to represent the general condition existing at that time.
fo ot g rid
300.9 to 302.1
CONDITION
300.9-301.2
Flow
U P
S T
R E
A M
D O
W N
S T
R E
A M
Caution Areas
!( Submerged Pipeline
Submerged Pipe Area
Submerged Cable Area
::::: Submerged Cable
Lateral Buoys
Red#*
Green#* of
S h ee t
R ef er en ce N u m b er
US Army Corps of Engineers
Rock Island District
COLLECTION TYPE: Mult ibeam 1:2,400
| B5MRPROJ202110__B-601 |
| B5MRPROJ202110-CAD_SHEET-2021-12-20-B-601 |
| B5MRPROJ202110__B-602 |
| B5MRPROJ202110-CAD_SHEET-2021-12-20-B-602 |
| B5MRPROJ202110__B-603 |
| B5MRPROJ202110-CAD_SHEET-2021-12-20-B-603 |
File details come from the government source that posted it. Updated .