St Ann Catholic-LR000830· REPORT OF DRILLE , BELLED PIER INSPEL £ION
a division of~fl--~COfl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/25/2000 Report No.: 0022318 Report Date
08/30/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Colnmunitv Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Brod~rick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services; ~illed belled
On this date, an HEC Engineerin~ technician arrived at zhe above referenced
jcbsite as scheduled for drilled heJ.]e~ c. iar insDection. See aEtached sheet for
reccrded daza.
Technician Tit. e: 6:00 a.m. r_o 5:00
Technician: Shane Spinks ' ' Inc.
Report Distribution:
(1) St. Ann's Catholic Comlnunity ( I ) Datum I£ngiuceri,g. luc
( 1 ) Centex Construction ( I ) Cit? of Coppell Eric J. Cleveland, P.E.
(I) City of Coppell Senior Project Engineer
(I) Alliance Architects
This report is exclusively Ibr the use of the client indicated above and shall uot be reproduced except in full without the written approval of HBC Engineering, Inc.
99DP Page I of !
ENG~eERING, ~qC.
890.1 Carpenter Frwy., Suite ~/100
Dallas, Texas 75247
Project: St. ^Fin's Catholic Church Report No.: 00223 ] 8
180 Samuel Boulevard, Coppell. Texas Date of Service:08/25/00
Project No.: 94001152 Technician: S. Spimks
Driller: N.L. Schutte Page: I of 1
Pier Identification J.5-0.5 0.5-J.5 0.5-H.5 G.7-0.5 R-1 B-3.7 B-3.6 B-3.4 B-3.9 B-3
Pier Diameter (in.) 30 30 30 30 24 24 24 24 24 24
Bell Diameter (in.) 60 60 60 60 54 54 54 54 54 48
Top of Pier Elevation (ft) 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0 97.0
Req. Depth from Exist. Grade (ft) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0
Initial Depth of Pier from Existing
Grade (ft) 16.8 17.0 17.7 16.9 18.0 16.4 16.7 15.3 17.2 16.6
Final Depth of Pier from Existing
Grade (ft) 16.9 17.2 17.7 17.0 18.3 16.5 16.8 15.5 17.2 16.6
Depth from Top of Concrete (ft) 14.9 15.2 15.7 15.0 14.3 12.5 12.8 11.5 13.2 12.6
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes :
Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 8 8 8 8 8 8 8 8 8 8
Length of Vertical Bars (ft.) 17.3 17.5 18.0 17.3 15.0 13.0 13.4 12.0 13.7 13.1
Time Drilling was Completed 10:40a.m. 10:20a.m. 10:00a.m. 9:40a.m. 2:00p.m. 12:45p.m. 12:30p.m. 1:00p.m. 1:15p.m. 1:30p.m.
Time Concrete was Placed 2:30 p.m. 2:40 p.m. 2:50 p.m. 3:00 p.m. 3:15 p.m. 3:30 p.m. 3:40 p.m. 3:50 p.m. 4:00 p.m. 4:20 p.m.
REPORT OF DRILLE . PIER INSPECTION
a division of]~-~l~l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/09/2000 Report No.: 0020762 Report Date
08/30/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppell, Texas
Services: Drilled pier inspection.
On this date, an HBC Engineering technician arrived at the above referenced
jobsite as scheduled for drilled pier inspection. See attached sheet for
recorded data.
Technician Time: 6:00 a.m. To 2:00 p.m.
Technician: Shane Spinks , Inc.
Report Distribution:
(I) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(I) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E.
(I) City of Coppell Senior Project Engineer
{ i) Alliance Architects
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
99SDS Pa~e 1 of 1
ENGINEERII~, INC.
8901 Caq~enter Frwy., Suit8 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0020762
180 Samuel Boulevard, Coppell, Texas Oate of Service: 08/09/00
Project No.: 94001152 Technician: S. Spinks
Driller: Page: 1 of l
Pier Identification K-4.9 West K.6-4.9 East K.7-6 North
Pier Diameter (in.) 24 24 24
Top of Ground Elevation (ft.) 97.5 97.5 97.5
Top of Pier Elevation (ft.) 94.5 94.5 94.5
Depth to Bearing Stratum
from Ground (ft.) 40.3 42.0 40.6
Depth of Pier from Ground (ft.) 65.8 76.2 66.2
Required Penetration (ft.) 25.0 24.0 24.0
Actual Penetration (ft.) 25.5 24.2 25.6
Depth from Top of Concrete (ft.) 63.8 74.2 64.2
Condition of Bottom (wet or dry) Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes
Casing Diameter (in.) 26 26 26
Cased Depth (ft.) 41.0 40.0 41.0
Number of Vertical Bars (ea.) 6 6 6
Reinforcing Bar Size (#) 8 8 8
Length of Vertical Bars (ft.) 68.0 79.5 70.2
Time Drilling was Completed 7:45 a.m. 8:30 a.m. 12:00 p.m.
Time Concrete was Placed 10:00 a.m. 10:40 a.m. 2:00 p.m.