St Ann Catholic-LR000816REPORT OF DRILLE PIER INSPECTION
a division 'of
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 08/07/2000 Report No.: 0020498 Report
Date
08/16/2000
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. Upon arrival to the jobsite,
HBC's technician was told by the general contractor that reinforcing steel for
the pier holes had not arrived and no pier drilling would began until the
reinforcing steel arrived. HBC's technician was notified by the general
contractor that pier drilling would begin on the next day.
Technician Time: 6:00 a.m. to 11:00 a.m.
erlnTechnician: Ervin Fards ' ' g, Inc.
Report Distribution:
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell Eric J. Cleveland, P.E.
(I) City of Coppcll Senior Project Engineer
(I) Alliance Architects
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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CONCRETE COMPI SSIVE STRENGTH F
a division of'l~ll
8901 Carpenter Frwy., Suite gl0
Dallas, Texas 7524'
Date of Service: 08/08/2000 Report No.: 0020640 Report Date
08/16/2000
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 PLACEMEN~r DATE: 08/08/2000 BATCH TIME: I l:39am
PLANT: 41 TIME SAMPLED: 1:00pm BY: Ervin Fan-is
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 89 F CONCRETE: 90 F
SLt~IP: 5-7" TRUCK NO: 641 TICKET NO: 2704052
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METitOD: ASTM C-143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0020639
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: F.5-4.9
REPORT OF TESTS ACCUM-IJLATIVE YARDS: 10
CYLLNDER MEASURED IYL~XIMUM COMPRESSIVE
MARKED SLU311~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.50 08/15/2000 7 78450 2770
I 2 6.50 08/15/2000 7 84810 3000
Average 2890
1 3 6.50 09/05/2000 28
I 4 6.50 09/05/2000 28
Technician: Ervin Farris Started: Finished: H~ n~
Report Distribution: E '
(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 HBC Engineering, inc.
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CONCRETE COMPRi. SSIVE STRENGTH TE . I'
a division
8901 Carpenter Frwy., Suite #10~
Dallas, Texas 7524'
Date of Service: 07/18/2000 Report No.: 0018668 Report Date
08/16/2000
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
I80 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 DATE: 07/18/2000 BATCH TIME: 9:23am
PLANT: 41 TIME SAMPLED: 10:30m BY: Ervin Fan-is
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 96 F CONCRETE: 91 F
SLU3,iP: 5.0" Max TRUCK NO: 453 TICKET NO: 2685351
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 gOO 18667
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: K- 15
REPORT OF TESTS ACCUhIULATIVE YARDS: l0
CYLINDER MEASURED MAX D,'I-U31 COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 7.00 07/25/2000 7 83120 2940
I 2 7.00 07/25/2000 7 86910 3070
Average 3010
I 3 7.00 08/15/2000 28 103280 3650
1 4 7.00 08/15/2000 28 103460 3660
Average 3660
Technician: Ervin Farris Started: Finished: ~ ngin~~
Report Distribution: E c.
(1) st. Ann's Catholic Community (I) Datum Engineering, Inc. ~
(I) Centex Construction (I) City of Coppcll Eric $. 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.
01LL Page 1 of I
CONCRETE COMPK. SSIVE STRENGTH r
a divL;ion of ]~'-~
8901 Carpenter Frwy., Suite #1(
Dallas, Texas 7524
Date of Service: 07/17/2000 Report No.: 0018563 Report Date
08/16/2000
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
CONTILA. CTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/17/2000 BATCH TIME: 8:36am
PLANT: 41 TIME SAMPLED: 9:25am BY: Ervin Farris
SPECIHCATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-AIR 87 F CONCRETE: 90 F
SLUbIP: 5-7" TRUCK SO: 836 TICKET NO: 26841 18
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 g0018562
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 1-20.4
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAX~-HYM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.50 07/24/2000 7 97060 3430
1 2 6.50 07/24/2000 7 95260 3370
Average 3400
1 3 6.50 08/14/2000 28 131260 4640
1 4 6.50 08/14/2000 28 127890 4520
Average 4580
Technician: Ervin Fan-is Started: Finished: ~ /~
Report Distribution: En -
(1) st. Ann's Catholic Community (I) Datum Engineering, Inc. .
(1) Centex Cons~'uction (I) Ci~, 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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