St Ann Catholic-LR000822cONCRETE COMPR..,SSIVE STRENGTH TE , £
a division of'~'~l:~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/21/2000 Report No.: 0019023 Report Date
08/22/2000
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
Co~rRACTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/21/2000 BATCH TIME: 8:34am
PLANT: 4 ! TIME SAMPLED: 9:20am BY: Ervin Fan-is
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STREN(;TH: 3000 psi @ 28 Days TE~IPEt~TURE (F)- AIR 89 F CONCRETE: 88 F
SLb.-u,: 5-7" TRUCK NO: 38 TICKET NO: 2688824
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGItT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report g0019022
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.6-11.4
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXD, IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.75 07/28/2000 7 85540 3020
1 2 6.75 07/28/2000 7 87910 3110
Average 3070
1 3 6.75 08/18/2000 28 132020 4670
I 4 6.75 08/18/2000 28 131730 4660
Average 4670
Technician: Ervin Fan-is Started: Finished: ~'4-!Af~/n
Report Distribution: eering, Inc.
(1) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(1) Centex Construction (1) CiO' of Coppell 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 HBC Engineering, Inc.
01LL Page 1 of I
'CONCRETE COMPRESSIVE STRENGTH TE , £
a division of'l~tl-~lart
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/24/2000 Report No.: 0019186 Report Date
08/22/2000
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 PLACEM. ENT DATE: 07/24/2000 BATCH TIME: 8:28am
PLANT: 37 TIME SAMPLED: 9:25am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONOITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPEILS, TURE (F)- AIR 87 F CONCRETE: 83 F
SLUMP: 5-7" TRUCK N'O: 37 TICKET NO: 2689825
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION':
Pier information and technician time: See Report gO019185
ASTM C-172
ASTM C-39
SAMPLE LOCATION: C.6-10.5
REPORT OF TESTS ACCUMULATIVE YARDS: 10
C~LNDER MEASURED .MA XR~ITv3! COI~fPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.50 07/31/2000 7 98100 3470
1 2 6.50 07/31/2000 7 93880 3320
Average 3400
1 3 6.50 08/21/2000 28 142810 5050
1 4 6.50 08/21/2000 28 141060 4990
Average 5020
Technician: Ervin Farris Started: Finished:
Report Distribution: ineering, Inc.
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(i) Centex Construction (1) City of Coppell e,~ - 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.
0ILL Page 1 of 1
· tFJPORT OF DRILLF ' PIER INSPECTION ""
~-NGINEERING, LNC.
a division of'ffl~ll-'~l:l~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/08/2000 Report No.: 0020639 Report Date
08/22/2000
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 3:30 p.m.
Technician: Ervin Farris /I'~/~~0eering, Inc.
Report Distribution:
(I) St. Ann's Catholic Community (I) Datum Engineering. Inc.
(1) Centex Construction (I) Cit)= 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.
99SDS Pa~e 1 of 1
REPORT OF DRILLED PIERS
8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church - Remedial Piers - Bell Tower Report No.: 0020639
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/08/00
Project No.: 94001152 Technician: E. Fawis
Driller: Page: I of I
Pier Identification F.5/4.9 F.9/4.9
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.) 41.0 40.25
Depth of Pier from Ground (ft.) 66.33 75.18
Required Penetration (ft.) 25 34
Actual Penetration (ft.) 25.33 34.92
Depth from Top of Concrete (ft.) 65.33 74.18
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 (#) 8 8
Length of Vertical Bars (ft.) 71.0 79.33
Time Drilling was Completed 10:21 a.m. 9:38 a.m.
Time Concrete was Placed 1:18 p.m. 1:48 p.m.
REPORT OF REINFORCING STEEL INSPECTION
Date of Service: 08/22/00 Report No.: 0021976
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 TX 75019 Coppell, Texas
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized:
Locations/Items Inspected: Grade Beam on Grid line 11.1, lines C.6 to D.6; line C.6, lines l 1.1 to 10.5; line
10.5, lines Ato C.6; line A, lines 8.4 to 10.5; line 8.4, lines A to B; line B, lines 6.~
to 8.4; and line 6.8, lines B to D8
Test Method: Visual Obsep,,ation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT
Placing Drawings A~oproved X Bar Length and S[qape X Column Tied P~oOerLv
Bar S,ze X Proper Bar Placement X T~es and Spaces
Bar Grade X Properly Tied X Stirrup Spacing/Type
Rebar Clean X Dowe~ Bars in Place X We!~le~ Sp~ces
Form Clean X Proper Bar Supports X Mechanical Sp,~'~es
Number of Bars X Lap~l SpI~S X Proper Cover X
Discrepancies/Comments: No discrepancies noted at the time of inspection.
Technician: M. Villanueva Started: 12:00 p.m. Stopped: 1:00 p.m.
(1) St. Ann's Catholic Community (1) Datum Engineering. Inc.
(1) Centex Construction (1) City of Coppell
(1) City of Coppell
(1) Alliance Architects Et'JC J. Cleveland, P.E.
Senior Prqiect Engineer
30edp Thts repot[ ~s excluswely i'or the use of the chent ind,cated above and shall not be reproduced w~lout w,nt~en approval of HBC Englneenng mc