St Ann Catholic-LR000719CONCRETE COMPRE ,SIVE STRENGTH TES ,.
ENGL\~EREqG, INC.
a division
8901 Carpeuter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/11/2000 Report No.: 0018020 Report Date
07/19/2000
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
CONTIL-~,CTOR: Centex Construction MIX I.D.: 9506
CONCRETESCl'PLIER: TXI PLACEMENTD:XTE: 07/11/2000 BATCH TLXIE: 8:36am
PLANT: 41 TI.MESAMPI.I:.D: 9:00am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATIlER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPEIL&TURE (F)-.AIR 89 F CONCRETE: 84 F
SLUMP: 5-7" TRUCK NO: 835 TICKET NO: 2679354
AIR: N/A aiR CONTENT (~): N/A UNIT WEIGHT (pcl): N/A
TEST METIIOI): ASTM C- 143 PLACEMENT LOCATION:
Piers- See Report g0018019
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 2 I-G.9
REPORT OF TESTS ACCL~IULATIVE YARDS: 20
CYLINDER MEASURED 5LAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FIL-XCTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 6.00 07/18/2000 7 112680 3980
I 2 6.00 07/18/2000 7 115050 4070
Average 4030
I 3 6.00 08/08/2000 28
1 4 6.00 08/08/2000 28
Technician: Ervin Farris Started: N/A Finished: N/A ///t-l~~gi
Report Distribution: neerin~,g
Inc.
(1) St. Ann's Catholic Community (I) Datum Engineering. Inc.
(1) Centex Construction (I) City of Coppell ~ Eric J. Cle ~ eland, 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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REPORT OF DRILLED .JIER INSPECTION
ENGLNEERING, LNC.
o division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/11/2000 Report No.: 0018019 Report Date
07/19/2000
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 %he above referenced
jobsite as scheduled for drilled pier inspection. See attached skeet for
recorded data.
Technician Time: 6:00 a.m. to 6:00 p.m.
Technician: Ervin Farris ~ring, Inc.
Report Distribution:
(1) St. Ann's Catholic Community (I) Datum Engineering. Inc.
(1) 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.
99Di' Pat~e 1 of 1
REPORT OF DRILLED PIERS
ENGINEERING, INC.
8901 Caroemer Fnw.. Suite 100
Dallas, Texas 75247
Project:St. Ann's Catholic Church Report No.: 0018019
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/11/00
Project No.: 94001152 Technician: E. Farris
Driller: Page: I of I
Pier Identification 21-G.9 20-C 20-D 20-E 9.1-M.5 10.5-M.5 20-F
Pier Diameter (in.) 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
Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A
Depth to Bearing Stratum
from Ground (ft.) 47.0 44.0 46.0 46.0 36.0 35.0 45.83
Depth of Pier from Ground (ft.) 54.33 55.0 52.5 52.83 48.83 47.66 53.0
Required Penetration (ft.) 6 9 6 6 12 12 6
Actual Penetration (ft.) 7.33 11.0 6.5 6.83 12.83 12.66 6.18
Depth from Top of Concrete (ft.) 53.5 55.0 52.0 52.0 48.42 47.18 52.0
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.) 26 26 26 26 26 26 26
Cased Depth (ft.) 45 45 45 45 33.83 33.83 45
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6
Length of Vertical Bars (ft.) 52.75 58.42 51.18 51.5 47.83 46.75 51.5
Time Drilling was Completed 8:03 a.m. 8:05 a.m. 11:42 a.m. 12:15 p.m. 11:18 a.m. 1:50 p.m. 3:08 p.m.
Time Concrete was Placed 9:18 a.m. 8:55 a.m. 12:52 p.m. 1:29 p.m. 12:18 p.m. 3:00 p.m. 5:00 p.m.
CONCRETE COMPRESSIVE STRENGTH TES'.
ENGL\rEERLNG, ~
a division of'][l~ff-'~lJ:gl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/20/2000 Report No.: 0016150 Report
Date
07/19/2000
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.: 8273
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 06/20/2000 I~A'rCU TI.ME: 11:30am
PLANT: 31 TIME SAMPLED: 12:30pm BY: Barry Cuble
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Sunny, warm
STRENGTll: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 84 F CONCRETE: 94 V
SLLB-IP: 2-4" TRUCK NO: 366 TICKET NO: 2663222
AIR: 3-6% AIR CONTENT (%): 4.2 UNIT WEIGIIT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Paving: N fire lane
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 15' W of E, 15' N of S curb
REPORT OF TESTS ACCUMULATIVE YARDS: 60
CYLINDER MEASURED MAXIMUM COY. IPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.75 06/27/2000 7 101550 3590
I 2 4.75 06/27/2000 7 102090 3610
Average 3600
1 3 4.75 07/18/2000 28 136910 4840
1 4 4.75 07/18/2000 28 136260 4820
Average 4830
Technician: Barry Cuble Started: l l:30am Finished: l:30pm ~_~~ngi
Report Distribution: neering, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell v ~. - E~ic 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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