St Ann Catholic-LR000810"cONCRETE COMPRi. SSIVE STRENGTH TE . £
a divL~ion ofl[Laft"~l
8901 Carpenter Frwy., Suite #10
Dallas, Texas 7524
Date of Service: 08/01/2000 Report No.: 0019976 Report
Date
08/10/2000
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
COiN'TRACTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/01/2000 BATCH TIME: 8:38am
PLA:NY: 41 TIME SAMPLED: 9:45am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 83
SLUMP: 5-7" TRUCK NO: 927 TICKET NO: 2697569
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMEN-T LOCATION:
Pier information and technician time: See Report #0019975
ASTM C~ 172
ASTM C-39
SAMPLE LOCATION: Q.9-6.3
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED ,~LS, XE~IU ,'~1 COMPRESSIVE
MARKED SLL~-IP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.75 08/08/2000 7 85660 3030
1 2 5.75 08/08/2000 7 82840 2930
Average 2980
1 3 5.75 08/29/2000 28
1 4 5.75 08/29/2000 28
Technician: Ervin Farris Started: Finished: ~ ~C
Report Distribution: E ' ' .
(I) st. Ann's Catholic Community (I) Datum Engineering, Inc.
(I) Centex Construction ( l ) 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.
01LL Page 1 of 1
cONCRETE COMPRe,, SSIVE STRENGTH TE . _/'
a division of]~ff'~t~Of
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 7524;
Date of Service: 08/01/2000 Report No.: 0019978 Report Date
08/10/2000
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: 08/01/2000 BATCIITIME: N/A
PLANT: 38 TIME SAMPLED: 3:40pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATItER CONDITIONS: Sunny, warm
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 100 F CONCRETE: 92 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): !.8 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0019977
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 0-3, N-3, M.5-3, M-3, L.5-3
REPORT OF TESTS ACCUML-LATIVI ; YARDS: 200
CYLINDER MEASURED MAX~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.25 08/08/2000 7 108530 3840
! 2 5.25 08/08/2000 7 116000 4100
Average 3970
i 3 5.25 08/29/2000 28
I 4 5.25 08/29/2000 28
Technician: Shane Spinks Started: Finished: ~ En '~~ng,
Report Distribution: Inc.
( 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
(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.
O1LL Page 1 of 1
cONCRETE COMPR..J$SIVE STRENGTH £
a division of'l~'-~t:~,
8901 Carpenter Frwy., Suite #10t
Dallas, Texas 7524;
Service: 08/01/2000 Report No.: 0019995 Report
Date
Date
of
08/10/2000
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
CONTILACTOR: Centex Construction MIX I.D.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 08/01/2000 BATCII TIME: N/A
PLANT: 38 TIME SAMPLED: 5:20pm }~v: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CO.~'DrrIoNs: Sunny, warm
STRENGTII: 3000 psi @ 28 Days TEMPEILATURE(F)-AIR 101 F CORCRET~: 98 F
SLUMP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 2.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Grade beam
ASTM C- 172 Technician Time: See Report #0019977
ASTM C-39
SAMPLE LOCATION: C-I 7
REPORT OF TESTS ACCLqX'IULATIVE YARDS: 10
CYLINDER MEASURED i~LAXIML3I COMPRESSIVE
MARKED SLLIMP DATE AGE LOAD STRENGTH FIL&CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.00 08/08/2000 7 109620 3880
1 2 5.00 08/08/2000 7 113450 4010
Average 3950
1 3 5.00 08/29/2000 28
1 4 5.00 08/29/2000 28
Technician: ShaneSpinks Started: Finished: H~C n~ne~ n~e.
Report Distribution: E
( 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
(l) 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
'REPORT OF DRILLEL BELLED PIER INSPEt..'ION
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/01/2000 Report No.: 0019977 Report Date
08/10/2000
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 6:00 p.m.
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
(I) Alliance Architects
This report is exclusively for lhe use of the client indicated above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.
99SDS Pat~e 1 of I
~90! Ca~n~.r Fr~v3~.. Suite
Dallas. Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019977
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/01/00
Project No.: 94001152 Technician: S. Spinks
Driller: N.L. Schulte Page: I of 1
Pier Identification 0-3 N-3 M.5-3 M-3 L.5-3 L-3 O.9-2 N.5-2 M.5-2 L.8-2 II
Pier Diameter (in.) 18 18 18 18 18 18 24 30 30 30
Bell Diameter (in.) 48 48 48 48 48 48 54 66 66 66
Top of Pier Elevation (ft) 97.0 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 8.0
Initial Depth of Pier from Existing
Grade (ft) 14.6 14.5 14.5 15.2 14.5 15.0 14.5 14.3 14.7 13.0
Final Depth of Pier from Existing
Grade (ft) 14.9 14.9 15.0 15.0 14.5 15.1 14.5 14.1 14.7 12.9
Depth from Top of Concrete (ft) 14.4 14.4 14.5 14.5 14.0 14.6 14.0 13.6 14.2 12.4
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) N/A 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 N/A
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (it) 7 7 7 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 15.4 15.4 15.5 15.5 15.0 15.6 16.0 15.5 15.2 13.5
Time Drilling was Completed 9:00 a.m. 9:15 a.m. 9:30 a.m. 9:40 a.m. 10:00 a.m. 10:30 a.m. 1:30 p.m. 2:00 p.m. 2:30 p.m. 3:00 p.m.
Time Concrete was Placed 12:50 p.m. 12:55 p.m. 1:00 p.m. 1:05 p.m. 1:10 p.m. 1:15 p.m. 3:15 p,m. 3:45 p.m. 4:00 p.m. 5:00 p.m.
"REPORT OF DRILLE . PIER INSPECTION
a division
8901 Carpenter Frwy., Suite #I0{
Dallas, Texas 75247
Date of Service: 08/02/2000 Report No.: 0020106 Report Date
08/10/2000
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 nechnician 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 Fan-is ~ Engin '~
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
( 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 I
ENGINEERING, ~.'C.
8901 Carpenter Frwy., Suite 100
Dallas, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0020106
180 Samuel Boulevard, Coppell, Texas Date of Service: 08/02/00
Project No.: 94001152 Technician: E. Farris
Driller: Page: 1 of 1
Pier Identification R.3-10.5 Q.9-10.5 N.3-8 M-3.8 N.3-9 P.3-8 R-9 R-8 P.3-8.5 II
I!
Pier Diameter (in.) 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
Top of Pier Elevation (ft.) 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.) 46.75 47.0 42.18 42.0 45.0 40.5 45.0 40.33 41.5
Depth of Pier from Ground (ft.) 51.0 52.0 54.5 54.0 54.08 55.58 58.42 55.5 50.66
Required Penetration (ft.) 3 3 12 12 9 15 12 15 9
Actual Penetration (ft.) 4.25 5.0 12.33 12.0 9.08 15.08 13.42 15.18 9.18
Depth from Top of Concrete (ft.) 51.0 51.83 53.33 52.83 54.08 54.58 57.83 55.0 50.0
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.) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6
Length of Vertical Bare (ft.) 50.83 49.92 53.25 52.75 52.75 54.25 57.75 54.58 52.83
Time Drilling was Completed 7:26 a.m. 7:43 a.m. 7:56 a.m. 7:29 a.m. 9:56 a.m. 11:33a.m. 1:11 p.m. 1:16p.m. 2:30 p.m.
Time Concrete was Placed 8:45 a.m. 9:22 a.m. 9:51 a.m. 10:37 a.m. 11:48 a.m. 1:49 p.m. 2:40 p.m. 3:13 p.m. 4:01 p.m.
CONCRETE COMPR.. SSIVE STRENGTH TE _ r
ENGL\T_.ERLNG, LqC.
a division of'l~-'d~
8901 Carpenter Frwy., Suite #11
Dallas, Texas 752~
Date of Service: 07/11/2000 Report No.: 0018020 Report Date
08/10/2000
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 DAT~: 07/11/2000 BATCH T~-IE: 8:36am
PLANT: 41 TIME SAMPLED: 9:00am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE(F)- AIR 89 F CONCRETE: 84 F
SLtrMp: 5-7" TRCCK NO: 835 TICKET NO: 2679354
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Piers- See Report g0018019
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 2 I-G.9
REPORT OF TESTS ACCUM-15LATIVE YARDS: 20
CYLINDER MEASURED I~L4,XLML ~%1 COMPRESSIVE
NL~RKED SLUMP DATE AGE LOAD STRENGTII FIL~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.00 07/18/2000 7 112680 3980
1 2 6.00 07/18/2000 7 115050 4070
Average 4030
1 3 6.00 08/08/2000 28 124550 4400
1 4 6.00 08/08/2000 28 128230 4530
Average 4470
Technician: ErvinFarris Started: N/A Finished: N/A ~...-..-.~ E__... ~g~n
Report Distribution: ~_~_ C.
(1) St. Ann's Catholic Community (I) 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.
01LL Page I of I