Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
Retrospective Evaluation of Cured-in-Place Pipe - (NEPIS)(EPA ...
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Tables 3-2 and 3-3 provide a comb<strong>in</strong>ed summary <strong>of</strong> the field and laboratory measurements for both sites<br />
at each <strong>of</strong> the Denver and the Columbus evaluations. A few variations <strong>in</strong> the proposed plan were<br />
necessary due to project and site circumstances and these changes are noted <strong>in</strong> the tables.<br />
The critical measurements for this research were identified to be the tensile stress, flexural stress, and<br />
modulus <strong>of</strong> elasticity <strong>of</strong> the retrieved samples. These laboratory measurements were conducted on all <strong>of</strong><br />
the samples retrieved from the Denver and Columbus evaluations described <strong>in</strong> the follow<strong>in</strong>g two sections.<br />
The results <strong>of</strong> the laboratory test<strong>in</strong>g were compared with the material specifications for the orig<strong>in</strong>al<br />
rel<strong>in</strong><strong>in</strong>g work or directly with as-<strong>in</strong>stalled test results where available. The tensile strength was measured<br />
with a m<strong>in</strong>imum <strong>of</strong> three samples for each pipe segment. The flexural stress and modulus <strong>of</strong> elasticity<br />
were measured with a m<strong>in</strong>imum <strong>of</strong> five samples for each pipe segment. The standard operat<strong>in</strong>g procedure<br />
(SOP) outl<strong>in</strong>ed <strong>in</strong> each <strong>of</strong> the relevant ASTM standards listed <strong>in</strong> Table 3-3 was followed.<br />
Table 3-2. Field Measurement Plans<br />
Field<br />
Test Standard/<br />
Measurements No. <strong>of</strong> Measurements Sample Instrument Notes<br />
Soil conditions Denver: 6 per site Grab samples See Table 3-3 Field visual <strong>in</strong>spection and<br />
+ bedd<strong>in</strong>g Columbus: 6 per site<br />
soil lab analysis<br />
L<strong>in</strong>er + host 1 each Denver 8 <strong>in</strong>. N/A Shipped to TTC for further<br />
pipe specimen<br />
clay pipe (6 ft<br />
length);<br />
Columbus 8<br />
<strong>in</strong>. clay pipe<br />
(6 ft length)<br />
test<strong>in</strong>g<br />
L<strong>in</strong>er only 3 total Denver 2 N/A Shipped to TTC for further<br />
specimen<br />
pieces each 2<br />
ft × 2 ft;<br />
Columbus 1<br />
piece 2 ft ×<br />
4.3 ft<br />
test<strong>in</strong>g<br />
Visual l<strong>in</strong>er Cont<strong>in</strong>uous N/A N/A Digital photos as applicable<br />
<strong>in</strong>spection<br />
and possible.<br />
L<strong>in</strong>er thickness Denver: mobile<br />
N/A ASTM E797-05 36 <strong>in</strong>. pipe: 3 meas. with<strong>in</strong><br />
(Prior to equipment not available;<br />
Ultrasonic panel ; 5 meas. <strong>in</strong> host pipe<br />
Sample Columbus: 36 <strong>in</strong>. pipe 8<br />
Thickness. (both spr<strong>in</strong>g l<strong>in</strong>es, crown<br />
Retrieval) measurement; 8 <strong>in</strong>. pipe 5<br />
Measurement and 45° on each side)<br />
× 2 = 10 measurements.<br />
(Olympus 8 <strong>in</strong>. pipe: 5 meas. as above<br />
Model 37DLP) on each cut face<br />
L<strong>in</strong>er thickness Panel samples: 4<br />
N/A Caliper / ruler Panels: 1 meas. on each<br />
(After Sample 8 <strong>in</strong>. pipe samples: 8 × 2<br />
edge<br />
Retrieval) × 2 = 32<br />
8 <strong>in</strong>. pipes: Meas. at 45° for<br />
each cut face at each end <strong>of</strong><br />
sample<br />
Annular gap Denver: 8 <strong>in</strong>. only 8 × 2 × N/A Feeler gauge 8 <strong>in</strong>. pipes: meas. at 45°<br />
2 = 32 meas.<br />
both cut faces, both ends.<br />
Columbus:<br />
36 <strong>in</strong>. pipe sample: 2 meas.<br />
36 <strong>in</strong>. pipe: 4 × 2 = 8<br />
on rema<strong>in</strong><strong>in</strong>g l<strong>in</strong>er at each<br />
measurements<br />
8 <strong>in</strong>. pipe: 8 × 2 = 16<br />
measurements<br />
edge <strong>of</strong> removed panel.<br />
N/A = Not Available<br />
20