St Ann Catholic-LR000809· REPORT OF DRILL PIER INSPECTION ""
a division of
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 07/25/2000 Report No.: 0019314 Report Date
08/09/2000
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 6:30 p.m.
Technician: Ervin Farris ~ Eng__'
Report Distribution:
(I) St. Ann's Catholic Community (I) Datum Engineering. Inc. '
(!) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E.
(I) City of Coppell Senior Project Engineer
(1) 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.
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8901 Carpenter Fnvy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019314
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/25/00
Project No.: 94001152 Technician: E. Farris
Driller: Page: I of 1
Pier Identification A-8.9 X-8.1 P-18 M-17 P-17 C.5-8.7 E.5-10.2 N-17 A-8.4 M.5-18
Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24
Top of Ground Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Depth to Bearing Stratum
from Ground (ft.) 43.08 44.0 45.0 45.25 46.0 40.0 43.0 43.83 42.0 44.0
Depth of Pier from Ground (ft.) 59.0 53.66 60.75 58.0 62.5 45.5 61.5 52.83 53.18 53.75
Required Penetration (ft.) 15 9 15 12 15 15 18 9 9 9
Actual Penetration (ft.) 15.92 9.66 15.75 12.75 16.5 15.5 18.5 9.0 11.18 9.75
Depth from Top of Concrete (ft.) 58.25 52.92 59.0 56.0 60.5 44.92 60.5 51.66 52.18 52.75
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.) 26 26 26 26 26 26 26 26 26 26
Cased Depth (ft.) 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 62.66 56.08 63.58 60.25 64.33 58.08 63.5 55.08 54.5 56.83
Time Drilling was Completed 7:51 a.m. 7:03 a.m. 7:30 a.m 8:54 a.m. 12:29 p.m. 12:48 p.m. 12:07 p.m. 1:36 p.m. 3:40 p.m. 4:41 p.m.
Time Concrete was Placed 10:26 a.m. 10:07 a.m. 10:39 a.m. 11:01 a.m. 3:21 p.m. 2:18 p.m. 2:40 p.m. 2:36 p.m. 4:32 p.m. 5:22 p.m.
REPORT OF DRILLE BELLED PIER INSPE. 'YION
ENGINe, hXC.
a division
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 75247
Date of Service: 07/27/2000 Report No.: 0019597 Report Date
08/09/2000
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 belled pier inspection.
On this date, an HBC Engineering technician arrived at the above referenced
jobsite as scheduled for drilled belled pier inspection. See attached sheet for
recorded data.
Technician Time: 6:00 a.m. to 3:30 p.m.
Technician: Shane Spinks ~ Engin~
Report Distribution:
(I) St. Ann's Catholic Cormnunity (1) Datum Engineering, Inc_
(1) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(1) City of Coppell Senior Project Engineer
(1) 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.
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890l Carpemer Frwy., Su,te #lO0
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019597
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/27/00
Project No.: 94001152 Technician: S. Spinks
Driller: Page: 1 of 1
Pier Identification 0.9-3.2 O.9-3.4 0.9-3.5 0.9-3.6 0.9-3.8 O.9-3.9 O.9-4.2 O.9-4.3 O.9-4.4 O.9-4.5
Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24
Bell Diameter (in.) 54 54 54 54 54 54 54 54 54 54
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) 19,0 18,5 17,9 16.9 16.8 16.7 16.1 17.3 16.6 16.5
Final Depth of Pier from Existing
Grade (ft) 20.4 18.8 17.3 16.8 16.9 16.6 16.1 16.9 16.5 16.2
Depth from Top of Concrete (ft) 19.9 18.3 16.8 16.3 16.4 16.1 15.7 16.4 16.1 15,7
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 (#) 7 7 7 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 21.0 20.5 18.0 17.5 17.5 17.3 17.0 17.5 17.0 17.0
Time Drilling was Completed 10:30a.m. 11:00a.m. 11:30a.m. 12:00p.m. 1:00p.m. 1:30p.m. 2:00p.m. 2:30p.m. 3:00p.m. 3:30p.m.
Time Concrete was Placed 4:00 p.m. 4:10 p.m. 4:20 p.m. 4:30 p.m. 5:00p.m, 5:20 p.m. 5:40 p.m. 6:00 p.m. 6:10 p.m. 6:30 p.m.
REPORT OF DRILLEL PIER INSPECTION
a division of']~tf-'~gg~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/28/2000 Report No.: 0019678 Report Date
08/09/2000
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 5:00 p.m.
Technician: Ervin Farris I-BC Eng~
Report Distribution:
(I) St. Ann's Catholic Community (I Datum Engineering, Inc.
(!) Centex Construction (I City of Coppell Eric J. Cleveland, P.E.
(1) 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.
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ENGINEERING, INC.
8901 Carpenter Frwy.. Suite 100
Dallas. Texas 75247
Project: St. Ann's Catholic Church ReportNo.: 00]9675
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/28/00
Project No.: 9400115:2 Technician: E. Fan'is
Driller: Page: ] Of ]
Pier Identification G-6 A.1-4.7 F.4-6 B-4.7 G-8.5 D.5-5.5 F.5-8.5 B-6.8
Pier Diameter (in.) 24 24 24 24 24 24 24 24
Top of Ground Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A
Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A
Depth to Bearing Stratum
from Ground (ft.) 45.0 44.0 46.25 44.0 46.5 43.0 46.0 43.66
Depth of Pier from Ground (ft.) 60.25 53.66 61.33 53.58 56.0 52.42 55.08 50.0
Required Penetration (ft.) 15 9 15 9 9 9 9 6
Actual Penetration (ft.) 15.25 9.66 15.08 9.58 9.5 9.42 9.08 6.33
Depth from Top of Concrete (ft.) 59.0 52.66 60.33 50.83 54.0 51.92 53.0 47.83
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in.) 26 26 26 26 26 26 26 26
Cased Depth (ft.) 45.0 45.0 45.0 45.0 45.0 45.0 45.0 45.0
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 8 6 8 6 6 6 6 6
Length of Vertical Bars (ft.) 63.92 52.25 65.33 54.75 57.5 51.33 59.6 47.08
Time Drilling was Completed 7:38 a.m. 7:53 a.m. 9:00 a.m. 8:35 a.m. 11:10 a.m. 11:21 a.m. 2:04 p.m. 2:43 p.m.
Time Concrete was Placed 10:12 a.m. 11:33 a.m. 12:05 p.m. 9:50 a.m. 12:36 p.m. 12:58 p.m. 2:40 p.m. 3:55 p.m.
:REPORT OF DRILLED BELLED PIER INSPEL_FION
ENGI,NE~, INC.
a division
8901 Carpenter Frwy., Suite #I0~
Dallas, Texas 7524'
Date of Service: 07/28/2000 Report No.: 0019707 Report Date
08/09/2000
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 belled pier inspection.
On this date, an HBC Engineering technician arrived at the above referenced
jobsite as scheduled for drilled pier inspection. See attached shee~ for
recorded data.
Technician Time: 6:00 a.m. to 3:00 p.m.
Report Distribution:
(1) St. Ann's Catholic Community (I) Datum Engineering. Inc. '
( I ) Centex Construction ( I l 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.
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REPORT OF DRILLED BELLED PIERS
ENGkNEERING,
8901 C~,penter Frwy.. Suite ~100
Dallas. Texas 75247
Project: St. ^nn's Catholic Church Report No.: 0019707
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/28/00
Project No.: 94001152 Technician: S. Spinks
Driller: Page: I of 1
Pier Identification O-3.1 0-3.2 0-3.4 0-3.5 0-3.6 0-3.8 0-3.9
Pier Diameter (in.) 18 18 18 18 18 24 30
Bell Diameter (in.) 48 48 48 48 48 54 60
Top of Pier Elevation (ft) 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
Initial Depth of Pier from Existing
Grade (ft) 17.0 15.7 15.9 16.5 15.3 16.0 15.9
Final Depth of Pier from Existing
Grade (ft) 17.0 15.9 15.9 17.3 16.8 16.0 15.9
Depth from Top of Concrete (ft) 15.0 15.9 13.9 15.3 14.8 14.0 13.9
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 17.5 16.5 16.5 17.9 17.5 16.5 16.5
Time Drilling was Completed 11:00 a.m. 11:30 a.m. 12:00 p.m. 1:30 p.m. 2:00 p.m. 2:30 p.m. 3:00 p.m.
Time Concrete was Placed 3:00 p.m. 3:30 p.m. 3:45 p.m. 4:00 p.m. 4:15 p.m. 4:30 p.m. 4:40 p.m.
REPORT OF REINFORCING STEEL INSPECTION
8901 Cm'l~nter Frwy., Suile #100
Dallas, Texas 75247
Date of Service: 08/09/00 Report No.: 0020783
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
180 Samuel Boulevard 180 Samuel Boulevard
Coppell, Texas 75019 Coppell, Texas
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: Structural
Locations/Items Inspected: Retaining Walls on N side, line 10 and lines G to I; and S face, line 17, lines G
to G.5
Test Method: Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X Column m, ed Properly X
Bar Size X Proper Bar Placement X T,es and Spaces X
Bar Grade X Properly T,ed X Sbrrup Spac=ngFl'ype X.
Rebar Clean X Dowel Bars m Place X Weldec~ Splices
Form Clean X Proper Bar Supports X Mec.~.amcal Splices
Number of Bars X Lapped Sp~,ces X Proper Cover X
Discrepancies/Comments: No discrepancies noted at the time of inspection.
Technician: S. Spinks Started: 2:00 p.m. Stopped: 3:00 p.m.
Renort Distribution:
(I) St. Ann's Catholic Community (1} Datum Engineering. Inc.
(I) Centex Construction ( 1 ) City of Coppell
( I ) City of Coppcll
(I) Alliance Architects Eric J. Cleveland, P. E.
Senior Project Engineer
309sds This report is exclusively for the use of the chent ~nd~cated above and shall not be reproduced ,n full without wri.'len approval of HBC Engineenng. Inc
"REPORT OF DRILLE BELLED PIER INSPE, rION
a division of'l~rr~lall
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 07/31/2000 Report No.: 0019844 Report Date
08/09/2000
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 belled pier inspection.
On this date, an HBC Engineering technician arrived at the above referenced
jobsite as scheduled for drilled belled pier inspection. See attached shee5 for
recorded data.
NOTE: See Detail 2 on Sheet 5-3.1 of contracted documents (pier details)
concerning depth change.
Pier 82 was backfilled on this date.
Technician Time: 6:00 a.m. to 5:00 p.m.
Technician: Shane Spinks ~ Engin~
Report Distribution:
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (I) City of Coppell Eric J. Cleveland, P.E.
( 1 ) City of Coppell Senior Project Engineer
( 1 ) 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.
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ENGINEERING, ~IC.
8901 Ca~-n~er Frwy., Suite #100
Dallas, Texas 75247
Project:St. Ann's Catholic Church Report No.: 0019844
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/31/00
Project No.: 94001152 Technician: S. Spinks
Driller: N.L. Schutl¢ Page: 1 of 1
Pier Identification 0-4.2 0-4.4 0-4.5 O-4.3 0.9-5.4 II
Pier Diameter (in.) 30 18 18 24 24 ~
Bell Diameter (in.) 60 48 48 54 54
Top of Pier Elevation (ft) 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
Initial Depth of Pier from Existing
Grade (ft) 15.5 16.2 15.6 15.7 14.9
Final Depth of Pier from Existing
Grade (ft) 15.5 16.2 15.6 15.4 14.9
Depth from Top of Concrete (ft) 15.0 15.7 15.1 14.9 14.4
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes
Diameter (in) N/A N/A N/A N/A N/A .)
Casing
Cased Depth (ft) N/A N/A N/A N/A N/A
Number of Vertical Bars (ea.) 6 6 6 6 6
Reinforcing Bar Size (#) 7 7 7 7 7
Length of Vertical Bars (ft.) 16.0 17.0 16.1 16.0 15.5
Time Drilling was Completed 9:30 a.m. 11:00 a.m. 10:00 a.m. 11:20 a.m. 2:00 p.m.
Time Concrete was Placed 3:40 p.m. 4:00 p.m. 4:20 p.m. 4:40 p.m. 5:00 p.m.