St Ann Catholic-LR000731REPORT OF DRILLED t'IER INSPECTION
ENGL'qEERLNG. 1NC.
a division of'II, tracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 0,/_,4/_000 Report No.: 0019185 Report Date
07/31/2000
Client No.: 2310 Pro. ject 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 insoec-_icn.
On this daie, an HBC Engineering tecknician arrived at nhe above reference~
jobsite as scheduled for drilled pier inspecnion. See atiacked skeet for
recorded da~a.
Technician Time: 6:00 a.m. to 6:00 p.m.
Technician: Ervin Farris '~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 }IBC Eng leering. [tic.
99SDS Pa~e I o1' 1
REPORT OF DRILLED PIERS
ENGIiX,~ERII~, 1LNC.
8901 Carpenter Frwy.. Suite 100
Dallas. Texas 75247
Project:St. Ann's Catholic Church ReportUo.: 0019185
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/24/00
Project No.: 94001152 Technician: E. Fan-is
Driller: Page: I of I
Pier Identification A-10.5 C.6-10.5 N-16 P-16 Y-8.9 Q-16 X-8.9 K-18 Y-10.5 K-19
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.) 44.0 42.0 45.75 45.42 44.42 45.0 44.42 42.66 43.0 45.42
Depth of Pier from Ground (ft.) 56.0 58.5 54.0 51.42 50.75 54.08 51.0 52.0 52.66 60.42
Required Penetration (ft.) 12 15 6 6 6 9 6 9 9 15
Actual Penetration (ft.) 12.0 16.5 8.25 6.0 6.42 9.08 6,58 9.33 9.66 15.0
Depth from Top of Concrete (ft.) 55.33 57.66 53.5 51.25 50.18 51.92 50.66 50.58 52.66 58.42
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 Bare {ft.) 54.92 57,08 53,18 51,08 49.25 57.0 49.33 55.92 56.25 62.42
Time Drilling was Completed 8:21 a.m. 8:00 a,m. 8:40 a.m. 9:04 a.m. 11:03 a.m. 11:20 a.m. 11:24 a.m. 1:23 p.m. 2:08 p.m, 2:28 p.m.
Time Concrete was Placed 9:48 a.m. 9:30 a.m. 10:36 a.m. 9:42 a.m. 1:10 p,m, 12:01 p.m. 12:15 p.m. 3:36 p.m. 3:09 p,m. 2:53 p.m.
'COlqlCRETE COMPRE %IVE STRENGTH TES?
ENGINEERLNG, LNC.
a division of'l~gr~cotl
8901 Carl}enter Frwy., Suile #100
Dallas, Texas 75247
Date of Service: 07/21/2000 Report No.: 0019023 Report Date
O7/31/2000
Client No.: 2310 Project No.: 94001152
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Brod~rick ! 80 Samuel Boulevard
! 80 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
CONCRETESUPPI.IER: TXI PLACEMENT DATE: 07/21/2000 IIATCHTI.ME: 8:34am
Iq.ANT: 41 TIME SAMPLED: 9:20am BY: Ervin Farris
SPECIFICATION ILEQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTII: 3000 psi C.¢ 28 Days TEMPEIL,~TURE (r)- Am 89 F CONCRETE: 88 1:
SLUMP: 5-7" TRUCK NO: 38 TICKET NO: 2688824
Am: N/A MR CONTENT (,%): N/A UNIT WEIGHT I. pcB: N/A
'rEST METHOD: ASTM C- 143 PLACEMENT LOCAIION:
Pier information and technician time: See Report #0019022
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.6-11.4
REPORT OF TESTS ACCUMUI.ATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPI~,ESSIVI-;
MARKED SLUMP DATE AGE LOAD STRENGTII FILkCTURE
SET NO. (iuches) TESTED (days) (lbs. force) tpsi) TYPE
1 1 6.75 07/28/2000 7 85540 3020
I 2 6.75 07/28/2000 7 879 I0 3110
Average 3070
I 3 6.75 08/18/2000 28
I 4 6.75 08/18/2000 28
Technician: Ervin Farris Started: Finished: ~ ~n
Report Distribution: g, Inc.
(I) St. Ann's Catholic 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 the written approval of HBC Engineering. Inc.
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