St Ann Catholic-LR000811:REPORT OF DRILLE , PIER INSPECTION
a division of]~afl--~glf
8901 Carpenter Frwy., Suite #10(
Dallas, Texas 7524~
Date of Service: 07/26/2000 Report No.: 0019430 Report Date
08/11/2000
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 the attached sheet for
recorded data.
*NOTE: Piers G/4.9, K/4.9 and K.7/4.9, six #6 reinforcing bars were
placed in these piers in lieu of six #8 reinforcing bars.
Technician Time: 6:00 a.m. to 1:00 p.m. - E. Farris
1:00 p.m. to 7:00 p.m. - B. Cuble
Report Distribution:
(1) St. Ann's Caflaolic Community (I) Datum Engineering. Inc.
(1) Centex Construction (I) City of Coppell Eri . . .
(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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8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019430
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/26/00
Project No.: 94001 ]52 Technician: E. Farfis
Driller: Page: I of !
Pier Identification B/8.4 E.5/8.5 K.7/4.9 14/4.9 E.8/15.1 J/5 B/4.4 H/5 G/4.9
Pier Diameter (in.) 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
Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/^
Depth to Bearing Stratum
from Ground (ft.) 43.08 43.18 44.18 44.5 42.0 44.0 45.5 44.0 44.5
Depth of Pier from Ground (ft.) 50.5 55.25 59.25 67.18 45.33 65.0 53.0 65.1 65.9
Required Penetration (ft.) 6 12 15 21 3 21 6 21.0 21.0
Actual Penetration (ft.) 7.42 12.08 15.08 22.66 3.33 21.0 7.5 21.1 21.4
Depth from Top of Concrete (ft.) 49.0 53.25 57.25 65.08 45.33 63.0 50.33 63.0 64.9
Condition of Bottom (wet or 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
Casing Diameter (in.) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 ~ Q 6 66 6 (~
Length of Vertical Bars (ft.) 53.75 57.5 62.92 70.83 47.5 68.5 49.9 68.6 70.0
Time Drilling was Completed 7:15a.m. 8:02a.m. 10:52a.m. 11:25a.rn. 11:45a.m. 12:42p.m. 3:11p.m. 3:46p.m. 4:20p.m.
Time Concrete was Placed 9:31 a.m. 10:03a.m. 1:20p.m. 1:42p.m. 1:00p.m. 2:15p.m. 3:40 p.m. 4:50 p.m. 5:35 p.m.
'REPORT OF DRILLE PIER INSPECTION
a division of'l~-'~:~iMI
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/27/2000 Report No.: 0019571 Report Date
08/11/2000
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 the attached sheet for
recorded data.
*NOTE: Piers F.4/4.9, K/6 and K.7/6, six #6 reinforcing bars were
placed in these piers in lieu of six #8 reinforcing bars.
Technician Time: 6:00 a.m. to 6:00 p.m.
Technician: Ervin Farris H~ E~
Report Distribution:
( I ) St. Ann's Catholic Community ( 1 ) Datum Engineering, Inc.
( I ) Centex Construction ( 1 ) City of Coppell Eric J. Cleveland, P.E.
(I) CiD' 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.
99SS Paee 1 of 1
ENGINEERINg, INC.
8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019571
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/27/00
Project No.: 94001152 lechnician: E. Farris
Driller: Page: 1 of 1
I l Pier Identification B/4.5 K.7/6 KJ6 A.2/4.4 A.2/4.5 I/8.5 A.1/6.8 F.4/4.9 A.1/4.9
Pier Diameter (in.) 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
Top of Pier Elevation (ft.) 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.) 46.0 45.0 45.42 45.18 45.18 47.0 46.08 43.83 45.66
Depth of Pier from Ground (ft.) 53.08 60.18 61.18 54.83 51.66 56.83 55.66 59.1 56.8
Required Penetration (ft.) 6 15 15 6 6 9 9 15 9
Actual Penetration (ft.) 7.08 15.18 15.75 9.66 6.5 9.83 9.58 15.25 10.18
Depth from Top of Concrete (ft.) 51.5 58.83 60.66 51.08 49.66 54.33 54.83 58.42 54.83
Condition of Bottom (wet or 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
Casing Diameter (in.) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 ~6-,~ 6
Reinforcing Bar Size (#) 6 (6~(~) 6 6 6 6
6
Length of Vertical Bars (ft.) 51.08 62.92 64.33 50.33 47.18 57.92 54.08 63.25 54.92
Time Drilling was Completed 8:34 a.m. 10:20 a.m. 10:45 a.m. 10:55 a.m. 11:33 a.m. 1:36 p.m. 2:41 p.m. 3:46 p.m. 3:30 p.m.
Time Concrete was Placed 9:53 a.m. 12:32 p.m. 2:22 p.m. 12:55 p.m. 1:53 p.m. 3:15 p.m. 3:41 p.m. 4:03 p.m. 4:48 p.m.
REPORT OF DRILLE,.. PIER INSPECTION
a division of~-'d~Jgl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/03/2000 Report No.: 0020214 Report Date
08/11/2000
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 atnached sheet for
recorded data.
Technician Time: 6:00 a.m. to 12:00 p.m.
Technician: Ervin Fan-is ~ E~nc.
Report Distribution:
(1) St. Ann's Catholic Community (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.
99SDS Pa~e 1 of 1
F2qGINEERING, 13qC.
8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report Ho.: 0020214
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/03/00
Project Ho.: 94001152 Technician: E. Fail'is
Driller: Page: 1 of 1
Pier Identification 0.9-8.5 P.5-9
Pier Diameter (in.) 24 24
Top of Ground Elevation (ft.) N/A N/A
Top of Pier Elevation (ft.) N/A N/A
Depth to Bearing Stratum
from Ground (ft.) 41.18 41.0
Depth of Pier from Ground (ft.) 51.25 50.42
Required Penetration (ft.) 9 9
Actual Penetration (ft.) 10.08 9.42
Depth from Top of Concrete (ft.) 51.0 49.92
Condition of Bottom (wet or dry) Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes
Casing Diameter (in.) 26 26
Cased Depth (ft.) 45.0 45.0
Number of Vertical Bars (ea.) 6 6
Reinforcing Bar Size (#) 6 6
Length of Vertical Bars (ft.) 53.42 49.42
Time Drilling was Completed 8:21 a.m. 7:58 a.m.
Time Concrete was Placed 10:05 a.m. 10:31 a.m.
'cONCRETE COMPRbJ SIVE STRENGTH TES.'
a division ofl~p, rf-m~rl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/02/2000 Report No.: 0020123 Report Date
08/i 1/2000
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: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX I.D.: N/A
CONCRETE SUPPLIER: TXI PLACEME.NT DATE: 08/02/2000 BATCH TIME: N/A
PLANT: 38 TIME SAMPLED: 3:15pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS %~.THER coN~rrlONS: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 104 V CONCRETE: 97 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CON-tENor (%): 1.3 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report 00020122
ASTM C-172
ASTM C-39
SAMPLE LOCATION: H-2, G-2, F-2
REPORT OF TESTS ACCU*IULATIYE YARDS: 10
CYLINDER MEASURED IVlAXIMUM COMPRESSIVE
I~RKED SLUM[P DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 4.00 08/09/2000 7 106110 3750
I 2 4.00 08/09/2000 7 108350 3830
Average 3790
1 3 4.00 08/30/2000 28
I 4 4.00 08/30/2000 28
Technician: Shane Spinks Started: Finished: ~ ~
Report Distribution:
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
( I ) Centex Construction (1) 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.
0ILL Page 1 of 1
CONCRETE COMPRL SIVE STRENGTH TES
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/02/2000 Report No.: 0020107 Report Date
08/11/2000
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: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Centex Construction MIX i.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/02/2000 BATC}I TI~tE: 8:1 lam
PLANY: 41 TE~-IE SAMPLED: 8:38am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONmTIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 83 F CO~,'CRETE: 84 F
SLIJMP: 5-7" TRUCK NO: 921 TICKETNO: 2698630
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report ~0020106
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: R.3-10.5
REPORT OF TESTS ACCLIMULATIVE YARDS: 10
CYLINDER MEASURED MAXD,-FO'M COMPRESSIVE
I~LARKED SLU3,1P DATE AGE LOAD STRENGTIt FIL4,CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 08/09/2000 7 109700 3880
1 2 6.00 08/09/2000 7 110610 3910
Average 3900
1 3 6.00 08/30/2000 28
1 4 6.00 08/30/2000 28
Technician: Ervin Fan-is Started: Finished: I---I~ _ /~A
Report Distribution: ~,~~,,dnc.
(i) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(!) 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.
01LL Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TE,o 1'
a division ofl~afl-'~l~
8901 Carpenter Frwy., Suite
Dallas, Texas 752A
Date of Service: 07/12/2000 Report No.: 0018159 Report Date
08/11/2000
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: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONT~CTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/12/2000 BATCH TIME: 10:22am
PLANT: 4 1 TIME SAMPLED: 1 1:25am BY: Mike Whyman
SPECIFICATION' REQUIREMENWS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 94 F CONCRETE: 92 F
SLUMP: 5-7" TRUCK NO: 82 TICKET NO: 2680722
AIR: N/A AIR co:~rrEm' (~): N/A uNrr WEIGltT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMEN'r LOCATION:
Pier information and technician time: See Report gOO 18158
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Pier 1/20.8
REPORT OF TESTS ACCUM'ULATIVE YARDS: 40
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.50 07/19/2000 7 105450 3730
1 2 6.50 07/19/2000 7 109700 3880
Average 3810
1 3 6.50 08/09/2000 28 150500 5320
I 4 6.50 08/09/2000 28 155300 5490
Average 5410
Technician: Mike Whyman Started: Finished: I'-BE e~
Report Distribution: Engine lne,
(1) St. Ann's Catholic Community (1) Datum Engineering. inc. ~,,~ v ,
( 1 ) Centex Construction (I) City of Coppcll 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 HDC Engineering, Inc.
0ILL Page I of 1