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ce'�4iid-r 1609 BAY FRONT E NBR s RP10916091
GORE, EMORY S /-�I1.(/� NOTICE DATE: 01/10/2001
1609 BA E �d/,(/ n��ryNWv DUE DATE: 03/01/2001
Total Amount Due $78.00
MPRP10916091 7800
C ' - �s�
e
-T-HGMi...h'r FL-BA-TA�IBP'�rr�CaRrrn"�A; r
1615 Monrovie'Avenue X Costa.Mese, CA 92627
(714) 615-2842 X Telex 678308 THOMPSON CSMA
I
Flange width 3'
on all II sides
FIGURE 2- FLOATATION UNIT DIMENSIONS
Dimensions
(in)
Weiht (][be)
Buoyancy
(lba)
witR plywood
in aelt
water
Model
A
B _
C
top cover
per inch
tot6l
1117
68
36I
16
96
68.95
1,103.2
1118
68
36
20
103
68.95
1,379.0
1119
S"'8
68
363
1"
90
68.95
973.9
1129
5160
48q'
1^
104
84.06
1,187.6
1130
G82
— 48
1^
_
122
102.71
1,151.2
1131
9'96
48
14
161 _
140.0i
1,978,8
12?0
6,
72
48
16
_
128
102.71
1,657.7
1231
f'96
48
16
1_67 _
_
110.01
2,259,0
1130
6
72
48
_
23
145
102.74
2,376.9
1131
�"96
48
25
198
110.04
.3,519.8
Went No. 0 278 529
v
� o
�—
CEMENT
_
Type 71 conforming to ASTM C-150
sacks per cubic yard
-_--__--
AGGREGATE
Natural aggregate conforming to
ASTM C-33, 3/411 maximum.
CONCRETE
1
fc = 5000 psi at 28 days
__ -----�
fci = 9000 psi at transfer
C
WIRE SPIRAL
W3.5 cold drawn wire conforming to
ASTM A-82.
-
PRESTRESSING STEEL
1
1/211 dia., 270K strand conforming to
ASTM A-416.
12_1/4
Jacking force = 30,/60 lbs. per strand
Working force = 041800lbs. per strand
Total number of strands___
Effective prestress__c9Q_ psi
N
S/1?//No,S
1 1-3/.q
o I', 45' Chamfer
Top a bottom
3/4°
Chamfer
four
edges
HARBOR PRECAST COMPANY
SAN PEDRO. CALIFORNIA
GUY F. ATKINSON, COMPANY
PRESTRESSED CONCRETE PILES-12 SQUARE
.c. �. DWG No.
1 O
kF_ CEMENT
Type 31 conforming to ASTM C-150
- socks per cubic yard
-------- AGGREGATE
Natural aggregate conforming to
J ASTM C-33, 3/411 maximum.
o-"
CONCRETE
fcl = 5000 psi at 28 days
___--- fci = 2000 psi at transfer
WIRE SPIRAL
I - W3.5 cold drawn wire conforming to
''
ASTM A-82.
- --- PRESTRESSING STEEL
�- 1/2° dia., 270K strand conforming to
1
ASTM A-.416.
12-1/q 11 Jacking force = 30,160lbs. per strand
Working force = 2.4,800lbs. per strand
2/z Total number of strands___}
C
Effective prestress__�9� _ psi
r44�-
/1/✓�S
.
I I I -S/q 11
3/4B
Chamfer
four
�----------1�
edges
HARBOR PRECAST COMPANY
SAN PEORO. CALIFORNIA
GUY F. ATKINSON COMPANY
PRESTRESSED CONCRETE PILES-12 S
.0
I11, 45* Chamfer
Top a bottom
.cni. I DWG No. 1
'" P IORM MI BM11 1M t.Yw i.>nwn
1
hdaia6� ililli�illY 1.1t �,i
1117
1118
1119
1129
1130
1131
1220
1231
1130
1131
47Z,4AIr/C M,1l2IAIA 11VD6157-2/�S
--TH9M?S24�TA-T-1-ON INEBflPBWU
1615 Monrovia Avenue T Costa Mesa, CA 92627
(711) 615-2842 1 Telex 678308 THOMPSON CSMA
Flange width 3'
on all 4 sides
Q
FIGURE 2- FLOATATION UNIT DIMENSIONS
Dimensions (in) Weight (lbe)
wI.tFi plywood
60
36(
16
96
68
35
20
103
-' 9 68
3_6_3 `
Ill.
90
5' 60
48
1 ;
104
6: 72
F' 96
48
48
14
14
122
161
� 7T-48
.15^---
128
96
48
16
167
�� 7T2
48
_
23-
115
f,96
48
25
198
Buoyancy (Ibal
In selt water
68.95 1,1012
68.95 1,379.0
68.95
-973.9
1,107.6
_01.06_
102,71 -
--1,151.2
110.01
1,978.8
102.71
1,657.7
110.01
2,259.0
102.74
2,376;9
110.04
3,519.8
n
Potent No. 0 279 329
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