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[ Up ]
© Robert Midthun 1998
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CIPP
LOAD TESTS - ACTUAL DEFLECTIONS vs ULTIMATE |
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ULTIMATE |
PERCENT
OF |
| AGENCY
& TEST NAME |
CIPCP
DIA. |
WALL
THICK. |
CONCRETE
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LOAD
(LB./LF) |
MEAS.
DEFLECT. |
DIA.SQD./1200
T |
ULTIMATE |
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(Inches) |
(Inches) |
(f'c
- 28 da.) |
(Lbs./l.f.) |
(Inches) |
(Inches) |
USED |
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| L.A.CO.FLOOD
CONT. DIST. |
48 |
5 |
4000
psi |
7,788 |
0.0153 |
0.38 |
3.98% |
| Private
Drain No. 889 |
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| CITY
OF PHOENIX, AZ, |
54 |
5.5 |
3000
psi |
15,635 |
0.023 |
0.44 |
5.21% |
| Joint
Test w/Salt River Proj |
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| SACRAMENTO
CO., CALIF. |
72 |
7 |
3000
psi |
18,070 |
0.03 |
0.62 |
4.86% |
| 22ND
AVE. TEST SITE |
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| SACRAMENTO
CO., CALIF. |
72 |
7 |
3000
psi |
34,500 |
0.04 |
0.62 |
6.48% |
| 22ND
AVE. TEST SITE |
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| SACRAMENTO
CO., CALIF. |
84 |
8 |
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0.003 |
0.74 |
0.41% |
| Fruitridge
Dr.Ass.Dist. |
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| TEXAS
INDUSTRIES |
96 |
9 |
4-5,000
psi |
51,250 |
0.034 |
0.85 |
3.98% |
| Pilot
Test Program |
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| AVCO
FINANCIAL |
120 |
12 |
4-5,000
psi |
25277 |
0.0075 |
1.00 |
0.75% |
| Coastal
Phase One - Or.Co. |
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DATA
FROM ACTUAL FEILD TESTS BY ABOVE AGENCIES |
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