St Ann Catholic-LR000926"REPORT OF DRILLEo BELLED PIER INSPE, TION
a division
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 7524'
Date of Service: 08/30/2000 Report No.: 0022750 Report Date
09/26/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Brodcrick 180 Samuel Boulevard
180 Samuel Boulevard
Coppeli 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 6:00 p.m.
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
(!) 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 PaRe 1 of 1
~NGINEERING, INC.
8901 Caq~ate-F~/y.. Suite #100
Dallas, Texas 75247
Project:St. ^nn's Catholic Church Report No.: 0022750
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/30/00
Project So.: 94001152 Technician:S. Spinks
Driller: N.L. Schutte Page: 1 of 1
Pier Identification B.2-1 B.3-1 B.4-1 8.5-1 H-1 A-1.4 A-1.7 A.9-1.7 A.9-1.5 ]
Pier Diameter (in.) 30 30 30 30 30 24 24 18 18
Bell Diameter (in.) 66 66 66 66 66 54 54 48 48
Top of Pier Elevation (ft) 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
Initial Depth of Pier from Existing
Grade (ft) 16.9 17.0 17.5 17.0 16.0 17.0 16.2 17.8 17.6
Final Depth of Pier from Existing
Grade (ft) 17.3 17.2 17.5 17.0 16.1 17.3 16.2 17.8 17.7
Depth from Top of Concrete (ft) 15.3 15.2 15.5 15.0 14.1 15.3 14.2 15.8 15.7
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) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 7 7 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 14.8 14.7 15.0 14.5 13.6 14.8 14.2 15.3 15.2
Time Drilling was Completed 12:00p.m. 12:45p.m. 1:30p.m. 2:00p.m. 2:15p.m. 9:45a.m. 10:20a.m. 11:00a.m. 11:30a..m.
Time Concrete was Placed 3:00 p.m. 3:15 p.m. 3:45 p.m. 4:00 p.m. 4:15 p.m. 4:30 p.m. 4:45 p.m. 5:00 p.m. 5:30 p.m.
CONCRETE COMPR. SSIVE STRENGTH TE , £
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/25/2000 Report No.: 0022349 Report Date
09/26/2000
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 PLACEMENT DATE: 08/25/2000 BATCII TIME: 3:00pm
PLANT: 38 TIME SAMPLED: 3:30pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 101 F CONCRETE: 93 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 1.4 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report gO022318
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: H-0.5,H.5-0.5, 1.5-0.5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLLNDER MEASURE. I) 5Ls, XIML~,! COMPRESSIVE
I~LARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.00 09/01/2000 7 109560 3870
1 2 5.00 09/01/2000 7 113360 4010
Average 3940
1 3 5.00 09/22/2000 28 128500 4540
1 4 5.00 09/22/2000 28 132780 4700
Average 4620
Technician: Shane Spinks Started: Finished:
Report Distribution.' Inc.
(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.
0ILL Page 1 of I
CONCRETE COMPI ,SSIVE STRENGTH TEo F
a division of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/25/2000 Report No.: 0022319 Report Date
09/26/2000
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: 08/25/2000 BATCH TLXIE: N/A
PLANT: 41 TIME SAMPLED: 3:30pm BY: Shane Spinks
SPECIFICATION REQUIREMEN'FS WEATHER CONDITIONS: Sunny, warm
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 103 F CONCRETE: 95 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 1.3 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0022318
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J.5-.5, 1.5-.5, H.5-5
REPORT OF TESTS ACCL.'.%IULATIVE YARDS: 10
CYLINDER MEASURED i~LS, XIM bq~l COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FP~.s, CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 4.75 09/01/2000 7 107390 3800
1 2 4.75 09/01/2000 7 109680 3880
Average 3840
1 3 4.75 09/22/2000 28 151540 5360
1 4 4.75 09/22/2000 28 150110 5310
Average 5340
Technician: Shane Spinks Started: Finished: ~l~ ~'~
Report Distribution:
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(!) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(!) 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 Ihe written approval of HBC Engineering, Inc.
01LL Page 1 of 1
REPORT OF DRILLE BELLED PIER INSPE . FION
a division of ~lff'dC~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/23/2000 Report No.: 0022100 Report Date
09/26/2000
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 5:00 p.m.
Technician: Shane Spinks ~E~~ng, Inc.
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 I
ENGINEERING, INC.
8901 Cat~n~' Frwy.. Suite #100
Dallas, Texas 75247
Project: SI:. Anrt's C;~I:ho]ic ChUl'ch Report No.: 0022[00
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/23/00
projeetuo.: 94001152 Technician: S. Spinks
Driller: N.L. Schutte Page: I of 1
Pierldentification R-I. O.0- I
Pier Diameter (in.) 30 30 30 30 24 '
Bell Diameter (in.) 60 60 60 66 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) 16.3 16.3 16.3 16.3 16.4
Final Depth of Pier from Existing
Grade (ft) 16.3 16.4 16.3 16.4 16.4
Depth from Top of Concrete (ft) 14.3 14.4 14.3 14.4 14.4
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A N/A N/A
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 (#) 8 8 8 8 8
Length of Vertical Bars (ft.) 16.5 16.5 16.5 16.5 16.5
Time Drilling was Completed 11:40 a.m. 1:00 p.m. 1:30 p.m. 2:40 p.m. 3:00 p.m.
Time Concrete was Placed 2:50 p.m. 2:55 p.m. 3:00 p.m. 3:05 p.m. 3:30 p.m.