HomeMy WebLinkAboutCT 02-28; LA COSTA CONDOMINIUMS; REPORT OF CALIBRATION; 2007-10-29 (3)Iis Jf'iJ NATOi.AL.
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DYWIDAG-Systems
International U.S.A., Inc.
REPORT OF CALIBRATION
Ram ID: DSI-3490
Gauge: 6-20645
Calibration Date: 10/29/2007
[ Ram Model Hoz 3000
Capacity (Tons) 300
Area (sq. in,) 7888 [ Stroke (in.) 1850
Load Cell Cal Trans #6803
600
500
400
—.
CL In
300 0
0 -J
200
100
0
Business Unit
Post Tensioning/Reinforcing
3280 E. 59th Street
Long Beach, CA 90805
Phone (562) 529-2109
Fax (562) 529-2225
dslarnerica@dsiamerica.com www.dsiarnerica.com
Gauge Press.
(psi)
Load
(kips)
0 0
1
1225 100
2492 200
3725 300
5025
7117 562
0 1000 2000 3000 4000 5000 6000 7000 8000
Gauge Pressure (psi)
29 POST-TENSIONING
INSTITUTE
An Equal Opportunity Employer
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'4.
Proof Test
F. N.: 7, 3 O. 0/ Project Name: vIe (9xm x-4 ¶e ,acJs)
Tieback/ Soil Nail No.:
Date:
By: :5,S
DL = Z0 k.ps Lock-off Load = 30 it P5
Total Length = 13:5- Bonded Length =
Load Pressure
(psi)
Movement (in)_______
(kips) 0 Min. - 1 Mm. 2 Min. 3 Mm. 4 Mm. 5 Min. 6 Mm. 10 Mm. 20 Mm. 30 Mm. 40 Miii. 50 Mm. 60Mm.
AL >< /O
0.25 DL 7c7
0.50 DL /410 qg~'
Z-/0 ?-4:612-14 - r 1 075 DL 3, Zq3
100 DL Z0 ?q93 LI , c75-
125 DL $Q *'3, 5,5S * -. -. -. .
,.cDL 1/ZO -S- 7,q79 7q7g 7.1178 17,'-178 7i90 7.479 7.Lr/.q 7,79
Lock-off Pressure: 3q00
Comments:
Proof Test
F.N.: 03 Z 90. 01 Project Name: Z.10 e2plIq iio 'Zad5)
Tieback/ Soil Nail No.: 7 RO /
Date: -zz-oS
By: SS
DL= Z0 kp$ Lock-off Load= 3O
Total
5-
Total Length = 35' Bonded Length = /
Movement (in)
tT I t rn TI U IT7 U (II U IL' tIT 1i}Y UT III t1 U.T1'I IT
___
MIA 1 I—
IIIJ ) "MUM
.9 MMMMMMMMMMMM ----I __ __
Lock-off Pressure: 300
Comments: FO 55
a
:ins$aij Jjo-po'
= senu,v 09 PUE 9 ueaoq ;uoweow d00J3 uioi
= 994nulw 01 pue uaeeq 4uewoAow deeJ3 ueoi
S I /- SS I -551'L 'L 5$ i 'i.. 9.51 'L 512,5 02 /1 ia.5'
&/I 799 'IaSZI
1h Q'2 -iaooi
~Lj t,. - .. - ç I Q ( h iI'a OiZ 'lU SL 0
_____ _____ :. i _____ L _____ • • _____ _____ btb 1 ' rnt I p,li/ 'iaOso
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&. L _,j 1
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-iaszi
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lU 050
IUSZO
0 )i2 ?i ia oo I
15 0/Z -iacLo
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'laSLO
02L I ThZ- 0/r1 iaoso
h5 0 ..5 LS Q. 'ia ci 0
.. ______ _____ _•1- 'i ' I '
_____ 'Ia 050
-' -. . t -"yt 4 .. I C 5 /,S Q 'ia St-0
____
IV
r _4 4' 21)0 .'t59 0 'iaszo
t:
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(iq) )UWaAOW Poll
= ql2ual papuoqufl ql2ual popma 5,d7 o' ='-y / 'I c9 ))7 :awefp3oad
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Proof Test
F.N.: 0 3 Z Q. 0( Project Name: <2,Iq cde (&ZM ,c 'Zads)
Tieback / Soil Nail No.: Lj
Date: I-Z08
By:S
DL = Z 0 k p $ Lock-off Load= 30 ,4r p
Total Length = Bonded Length = 5-0
Movement (in) I
_II Ifl Ft t tff Ii IfT 1 1II F 1t r7 IiI tT7 Nf'Itff ik tli -
Wom M REMAIN ______
Lock-off Pressure: 3'/0O f5
Comments: 55
pz1
Extended Creep Test
F.N.:&39O. C)t
Tleback Soil Nail No: $
DL 9O bps
TotalLengtb-
Project Name:
Date:
Lock-off Load- 308 hp
Bonded Length
By:
Lock-off Pressure: 390 PI
Comments: c5
r.
Proof Test
F.N.: 3?0.0I Project Name: i cicfo. (&zti r(ii 7ad )
Tieback / Soil Nail No.:
Date: j-?2.-o
By: S
DL= Zc2 kp
TotalLength= jç'
Lock-off Load = 30 P5
Bonded Length =
rr Movement (in)
______
tii t i tii tii rii ii tr n tj -rr
Lock-off Pressure: _?'Z00
Comments: VQc ç
Proof Test
F.N.: 3 O. a! Project Name: (1iIo5 (&u
Tieback / Soil Nail No.: 7 Cf-'ROJ_)
Date: t-ZZ -O
By: $
DL= Lock-off Load = 30e k p5
Total Length
= 13 ç' Bonded Length =
Movement (in)
iJ tt L' t Ifl JIT L' U fl 1 U RtiJ t jJ 1 t t Wik! t
1•
__-
Lock-off Pressure: 3 OO
Comments: ?o '
It
Proof Test
F.N.: 03 Z,90. 0/ Project Name: 2,jI ov,io (&zt ,c 72ds)
Tieback I Soil Nail No.:
Date: I--l-O
By: 5
DL= Z9O p5 Lock-off Load= 308 k- P5
Total Length = 1 35- Bonded Length =
I
.0 j
r.Movement 1 (in)
~M M. tr TIA ir i ui ui pi trr iij trrim,I
'1
Lock-off Pressure: 3 '/00
Comments:PG 5 5
Proof Test
F.N.: 60. 0 Project Name: Cuit vio3 (& lie
Tieback/ Soil Nail No.: ) d 12-0,-j)
Date: I,Zz -o?
By: .:r)
DL= Z90 kp Lock-off Load= 30
Total Length = 3 ç- Bonded Length = co
•
1I Movement (in)
ii tr, Mr, MIMI MIE i MI _ tI i Iff tT7 Uiij tr iiit U.T!'It
-J
one I'm
MOP
I M. 0 m M 0 M m MI, =2 m 3 ~ F-I 191 HIM M. I 9p, 114, ~ F Me M,
Lock-off Pressure: 3 ?OO 1I
Comments:
I