St Ann Catholic-LR000913" oNCRETE COMPR',.$SIVE STRENGTH TE ]'
09-2C-00A09:43 RCVD adivisi°n°f]~rr~'~l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 752A7
Date of Service: 09/05/2000 Report No.: 0023168 Report Date
09/13/2000
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 .xnx I.D.: N/A
CONCRETE SUPPLIER: TXI PI.ACEMEN'T DATE: 09/05/2000 BATCII TI.ME: N/A
PLANT: N/A TIME SAMPLED: 3:40pm BY: Shane Spinks
SPECIFICATION REQUIREMEN~FS WEATnER CONDITIONS: Sunny, warm
STRENGTIt: 3000 psi @ 28 Days TEMPERATURE (lq-AIR 102 F CONCRETE: 98 F
SLUMP: 3-5" TRUCK N'O: N/A TICKET NO: N/A
.AIR: N/A AIR co.xrrE~vr (%): 2.2 UNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report 00023167
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: B.2-3, B.3-3, A- I. 1
REPORT OF TESTS ACCUML'LATIVE YARDS: 10
CYLINDER MEASURED MAX~IUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.75 09/12/2000 7 87850 3110
I 2 5.75 09/12/2000 7 90430 3200
Average 3160
I 3 5.75 10/03/2000 28
I 4 5.75 10/03/2000 28
Technician: Shane Spinks Started: Finished: ~n
Report Distribution: g, Inc.
(i) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (I) City 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 ,,~witten approval of HBC Engineering, Inc.
01LL Page 1 of 1
REPORT OF DRILLED BELLED PIERS
~90l Carpenter Fray.. Suite #100
Dallaa, Texas 75247
Project: St. Ann's Catholic Church Report No.: 0023167
180 Samuel Boulevard, Coppell, Texas Date of Service: 09/05/00
Project No.: 94001152 Technician: S. Spinks
Driller: N.L. Schutte Page: 1 of 1
Pier Identification B.2-3 B.3-3 B.4-3 A-1.1 Y-2 X-2 X-1 II
II
Pier Diameter (in.) 18 18 18 18 18 24 24 )
Bell Diameter (in.) 48 48 48 48 24 60 60
Top of Pier Elevation (ft) 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
Initial Depth of Pier from Existing
Grade (ft) 17.0 17.2 17.4 15.5 16.1 15.0 15.0
Final Depth of Pier from Existing
Grade (ft) 17.1 17.2 17.6 15.5 16.4 15.3 15.2
Depth from Top of Concrete (ft) 17.1 17.2 17.6 15.5 16.4 15.3 15.2
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) 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
Number of Vertical Bars (ea.) 6 6 6 6 6 6 6
Reinforcing Bar Size (#) 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 17.5 17.5 18.0 16.0 17.0 16.0 15.5
Time Drilling was Completed 9:30a.m. 9:45a.m. 10:00a.m. 10:30a.m. 10:55a.m. 11:15a.m. 1:30p.m.
Time Concrete was Placed 3:00 p.m. 3:30 p.m. 3:45 p.m. 4:00 p.m. 4:10 p.m. 4:20 p.m. 4:30 p.m.
kEI/ )RT OF DRILLE BELLED PIER INSPEC.'ION
ENGL\ -'EERLNG, INC.
09-20-00A09:43 RCVD adivisionof]~
8901 C~enter Frwy. Suite ~100
Dall~, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023167 Report Date
09/13/2000
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: J:00 a.m. to 5:00 p.m.
Technician: Shane Spinks ~g'
Inc.
Report Distribution:
(I) 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 HBC Engineering, Inc.
99SDS Pa~e 1 of I
coNCRETE COMPRI . 'SIVE STRENGTH TEL" 2
09-20-00A09:43 RCVD
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/23/2000 Report No.: 0022101 Report Date
09/13/2000
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 I'LACEMEN'r DATE: 08/23/2000 BATCII TIME: 1:55pm
PLAN'r: 41 TIME SAMPLED: 3:05pm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 104 F CONCRETE: 93 F
SLUMP: 3-5" TRUCK NO: 803 TICKET NO: 2717577
AIR: N/A AIR CONTEN-T (%): 1.9 UNIT WEIGIIT (pet'): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C-172
ASTM C-39
SAMPLE LOCATION: R-I.5,R-I.8, P-3, 0.9-3
REPORT OF TESTS ACCUI IULATIVEYARDS: 10
CYLINDER MEASURED MAXIML~! COMPRESSIVE
MARKED SLLLMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 4.50 08/30/2000 7 93420 3300
I 2 4.50 08/30/2000 7 90740 3210
Average 3260
I 3 4.50 09/20/2000 28
I 4 4.50 09/20/2000 28
Technician: Shane Spinks Started: 3:00pm Finished: 4:30pm ~e
Report Distribution: ' ring, Inc.
(I) 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.
0ILL Page I of 1
CONCRETE COMPRIJJSIVE STRENGTH TEL _'
CNG -INE, ERLNG, INC.
09-20-00A09:43 RCVD aJibli$ionofl~l~r~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/15/2000 Report No.: 0021292 Report Date
09/13/2000
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.: 8205
COb'CRETE SUPPLIER: TXI PLACEMENT DATE: 08/15/2000 BnTCr~ TIME: 12:49pm
Prn.~rr: 31 TIME SAMPLED: l:45pm BY: Eric Garcia
SPECIFICATION REQUIREMENTS WEATltER CONDITIONS: Clear
STRENGTII: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 97 F CONCRETE: 91 ~'
SLCr~U': 3-5" TRUCK NO: 630 TICKet ~O: 2701338
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pet): N/A
TEST METItOD: ASTM C- 143 PLACEMENT LOCATION:
Wall @ Line K. 12.4-16
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Middle layer of wall
REPORT OF TESTS ACCL3IL'LATIVE YARDS: 40
CYLINDER MEASURED MAXIML~! COMPRESSIVE
MARKED SLL%'IP DATE AGE LOAD STRENGTH FtLs~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.00 08/22/2000 7 102000 3610
I 2 5.00 08/22/2000 7 100070 3540
Average 3580
1 3 5.00 09/12/2000 28 143050 5060
I 4 5.00 09/12/2000 28 144450 5110
Average 5090
Technician: Eric Garcia Started: 12:00pm Finished: 2:30pm ~C
Report Distribution: ~ '
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) 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.
01LL Page 1 of 1