St Ann Catholic-LR000814REPORT OF DRILL',_.) PIER INSPECTION
a division of
8901 Carpenter Frwy., Suite #11
Dallas, Texas 752-
Date of Service: 08/01/2000 Report No.: 0019975 Report Date
08/14/2000
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 5:30 p.m.
Technician: Ervin Farris I~~~~ng, Inc.
Report Distribution:
(I) St. Ann's Catholic Community ( I ) Datum Engineering, Inc.
(1) Centex Construction ( I ) City of Coppcll Eric J. Cleveland, P.E.
(1) Cit~' 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
ENGnX~_.RII~, INC.
8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019975
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/01/00
Project No.: 94001152 Technician: E. Farris
Driller: Page: I of 1
Pier Identification G-7 Q.9-6.3 I-7 R.5-8 K-7 S-8.3 S-8.6 K.8-7 N.1-8.5 R.5-9
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.) 42.83 42.75 41.0 44.0 42.25 43.42 45.0 40.0 42.33 44.75
Depth of Pier from Ground (ft.) 59.5 49.33 63.33 53.42 57.66 49.75 51.83 53.0 52.42 54.25
Required Penetration (ft.) 15 6 21 9 15 6 6 12 9 9
Actual Penetration (ft.) 16.66 6.58 22.33 9.42 15.42 6.33 6.83 13.0 10.08 9.5
Depth from Top of Concrete (ft.) 58.18 48.92 62.25 51.0 55.42 48.5 51.42 52.25 52.0 53.25
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 Bare (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.) 61.33 48.18 65.42 54.25 59.33 47.75 50.92 51.66 54.25 52.75
Time Drilling was Completed 7:30 a.m. 7:42 a.m. 8:38 a.m. 8:45 a.m. 10:50 a.m. 11:38 a.m. 11:20 a.m. 1:02 p.m. 1:45 p.m. 1:34 p.m.
Time Concrete was Placed 11:05a.m. 9:50a.m. 9:58a.m. 10:27a.m. 11:39a.m. 12:13p.m. 2:25p.m. 2:36p.m. 4:05p.m. 2:50p.m.
'REPORT OF STRUCI dRAL STEEL INSPECIiON
a division
8901 Carpenter Frwy., Suite #10(
Dallas, Texas 75247
Date of Service: 08/08/2000 Report No.: 0020659 Report Date
08/14/2000
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: Structural steel inspection.
On this date, an HBC Engineering representative arrived at the above referenced
jobsite as scheduled for structural steel inspection. A visual inspection was
conducted on the Pipe Rack Framing future extension to existing building as noted
below.
1. Column anchor bolts were determined to be compliant.
2. Bolted connections were determined to be compliant.
3. Welded beam to colurm~, connections were determined to
be compliant.
4. Diagonal brace welding was determined to be compliant.
Technician: Randy Walcker ~~'~ff~ng, Inc.
Report Distribution:
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(1) 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 Page I of 1
REPORT OF REINFORCING STEEL INSPECTION
ENGINEERING, INC.
$901 Carpenter Frwy.. Suite #100
Dallas, Texas 75247
Date of Service: 08/14/00 Report No.: 0021160
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: Contractor's Set of Structural Drawings
Locations/Items Inspected: Retaining Walls, Grid line K, lines 14 to 17; line 14, lines K to M.4; line M.4, lines
13 to 14; line K, lines 12 to 13; line 13, lines K to M.4; and line 10, lines G to 1.8
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 Cohamn T,ed Properly X
Bar S~ze X Proper Bar Placement X Ties and Spaces X
Bar Grade X Properly m,ed X St,rrup Spacing/Type X
Ret)ar Clean X Dowel Bars in P~ace X Welded Splices
Form Clean X Proper Bar Supports X Mechanical Splices
Number of Bars X Lapped Sphces X Proper Cover X
Discrepancies/Comments: Minor discrepancies noted at the time of inspection were corrected of at the time of
inspection.
Technician: F. Akbar Started: 12:00 p.m. Stopped: 2:00 p.m.
Reoort Distribution: I-~n~ering, Inc.
( I ) St. Ann's Catholic Community (I) Datum Engineering, Inc.
( I ) Centex Construction (I) City of Coppell
( I ) City of Coppell
(1) Alliance Architects Eric J. Cleveland, P. E.
Senior Project Engineer
309sds
Th~s report ~s exclusively for the use of the client indicated above and shall not be reproduced in full without written approval o~ HBC Engineenng. Inc.
CONCRETE COMPI SSIVE STRENGTH TE . r
a divL*ion of]~!ff-~lZglr
8901 Carpenter Frwy., Suite #101
Dallas, Texas 7524;
Date of Service: 08/03/2000 Report No.: 0020229 Report Date
08/14/2000
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
CONTI~SsCTOR: Centex Construction MIX I.D.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/03/2000 aATCU TreE: N/A
PLAN-r: 38 TIME SAMPLED: 3:40pm aY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER co.xmrrio.~s: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 98 F CONCRETE: 94 }'
SLLD,-IP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 0-5.4.0-5.2,0-5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED ~LS, XLMUM COI~[PRESSIVE
MARKED SLU~,fP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 08/10/2000 7 62180 2200
1 2 5.00 08/10/2000 7 66660 2360
Average 2280
1 3 5.00 08/31/2000 28
1 4 5.00 08/31/2000 28
Technician: Shane Spinks Started: 3:30pm Finished: 4:00pm ~ E~
Report Distribution: .~,~,s~~.
( I ) St. Ann's Calholic Community ( I ) 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 ~he written approval of HBC Engineering, Inc.
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cONCRETE COMP "' SSIVE STRENGTH TE .Y
a division
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 08/03/2000 Report No.: 0020215 Report Date
08/14/2000
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: 08/03/2000 BATCIt TI.TIE: 8:40am
PLA~"r: 41 TI]~IESAMPLED: 9:40am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIOI~'S: Clear
STRENGTII: 3000 psi @ 28 Days TEMPERAXt~RE (F)- AIR 83 F CONCRETE: 87 F
SLtrMP: 5 tO 7" TRUCK NO: 928 TICKET NO: 2699818
AIR: N/A AIR co~'rEr,'x (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0020214
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Q.9-8.5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXi~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 7.00 08/10/2000 7 82860 2930
I 2 7.00 08/10/2000 7 87260 3090
Average 3010
1 3 7.00 08/31/2000 28
1 4 7.00 08/31/2000 28
Technician: Ervin Farris Started: Finished: ~ ~
Report Distribution: Engi
(I) St. Ann's Catholic Community. ( 1 ) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell Eric J. C~eveland, 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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:CONCRETE COMPK SSIVE STRENGTH
a division of'l~.ff'~l~
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 08/03/2000 Report No.: 0020233 Report Date
08/14/2000
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: 08/03/2000 BATCII TI~E: N/A
PLANT: N/A TIME SAMPLED: 2:50pm BY: Shane Spinks
SPECIFICATION REQUIRE~tENTS WEATHER CONmTIOSS: Sunny, warm
STREN~;T~I: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 97 F CONCRETE: 94 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 2.3 UNIT WEIGHT (pcf): N/A
TEST MET~IOD: ASTM C- 143 PLACEMENT LOCATION:
Grade beams
ASTM C-172
ASTM C-39
SAMPLE LOCATION: F-19
REPORT OF TESTS ACCU31ULATIVE YARDS: 10
CYLINDER MEASURED I~Ls, XEMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 08/10/2000 7 96690 3420
1 2 5.00 08/10/2000 7 95540 3380
Average 3400
1 3 5.00 08/31/2000 28
I 4 5.00 08/31/2000 28
Technician:Report Distribution:Shane Spinks Started: 2:30pm Finished: 3:30pm ~ Enfli~rj~g, Inc.
(1) St. Ann's Catholic Community (I) 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 1
CONCRETE COMPLY. SSIVE STRENGTH
a division ofl~afl-'~al
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 07/13/2000 Report No.: 0018273 Report Date
08/14/2000
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: 07/13/2000 BATCIt TIME: 9:14am
PLANT: 41 TIME SAMPLED: 9:50am aY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTh: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 91 F CONCRETE: 86 V
SLb3IP: 5-7" TRUCK NO: 451 TICKET NO: 2681690
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGIIT (pcl): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0018272
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 20-F.9
REPORT OF TESTS ACCU3.. IIJLATIVE YARDS: 20
CYLINDER MEASURED MAXIJ~IU~,-I COMPRESSIVE
bLS, RKED SLL$IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.75 07/20/2000 7 79180 2800
1 2 6.75 07/20/2000 7 83460 2950
Average 2880
1 3 6.75 08/10/2000 28 131060 4630
I 4 6.75 08/10/2000 28 134710 4760
Average 4700
Technician: Ervin Farris Started: Finished: ~ nee~c:
Report Distribution: Engi
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc. ~',~- o,-
(1) Centex Construction (I) Ci~' 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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