St Ann Catholic-LR000803REPORT OF REINFORCING STEEL INSPECTION
8901 Carpenter Frwy., Suite ~100
Dallas. Texas 75247
Date of Service: 08/03/00 Report No.: 0020247
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, Texas 75019 Coppell, Texas
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: Structural
Locations/Items Inspected: Grade Beam, lines E to F and 16 to 20
Test Method: Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT
Placang Drawings Approved X Bar Length and Shape X Column T~ed Proper:y
Bar S~ze X Proper Bar Placement X Ties and Spaces X
Bar Grade X Properly Tied X Sbrrup Spacing[Type X
Rebar Clean X Dowel Bars in Place X Welded Splices
Form Clean X Proper Bar Supports X Mechanical Sphces
Number of Bars X Lapped Sphces X Proper Cover X
Discrepancies/Comments: No discrepancies noted at the time of inspection.
Technician: S. Spinks stanza: See Report #0020228
Reoort Distribution: ' ' ' Inc.
( I ) St. Ann's Catholic Community (1) Datum Engineering, Inc. ~~
( 1 ) Centex Construction ( I ) City of Coppell
( 1 ) City of Coppell
(1) Alliance Architects Eric J. Cleveland, P. E.
Senior Project Engineer
309sds
This report is exclusively for the use of the c~mnt indicated above and shall not be reproduced in full w~thout wnRen appreva of HBC Engineering, Inc.
oNCRETE COMPRESSIVE STRENGTH TES2_'.
a divi. tion
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/26/2000 Report No.: 0019446 Report Date
08/03/2000
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.: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/26/2000 BATCIITIME: N/A
PLANT: 38 TIME SAMPLED: 3:00pm sY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Warm
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 101 F CONCRETE: 97 F
SLL~IP: 3-5" TRUCK NO: N/A TICKET NO: N/A
AIR: N/A AIR CONTENT (%): 1.9 UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers under water fountain area
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J-4. I-d.. SE, l-d. S. J-4 SW
REPORT OF TESTS ACCL31ULATIVEYARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIt Ftk-~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.75 08/02/2000 7 97590 3450
I 2 4.75 08/02/2000 7 94840 3350
Average 3400
1 3 4.75 08/23/2000 28
I 4 4.75 08/23/2000 28
Technician: Shane Spinks Started: 2:00pm Finished: 4:00pm //~i~ng
Report Distribution: ineering, Inc.
(I) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction (1) City of Coppell ~ ~r_ic .J. C_leveland, 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.
0ILL Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TES.
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/26/2000 Report No.: 0019431 Report Date
08/03/2000
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 SUPPI.IER: TXI PLACEMENT DATE: 07/26/2000 BATCh TLXIE: 8:47am
PLANq': 41 TIME SAMPLED: 9:26am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATHER co,xa)rrloNS: Cloudy
STRENGTII: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 91 r CONCRETE: 87 F
SLUMP: 5-7" TRUCKNO: 453 TICKETNO: 2692292
AIR: N/A AIR CONTENI (%): N/A UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMEN'r LOCATION:
Pier information and technician time: Sce Report g0019430
ASTM C-172
ASTM C-39
SAMPLE LOCATION: E.5-8.5
REPORT OF TESTS ACCUMULATIVE Y.A mS: 10
CYLINDER MEASURED MAXhMUM COMPRESSIVE
MARKED SLU3IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.25 08/02/2000 7 93630 3310
1 2 6.25 08/02/2000 7 89840 3180
Average 3250
1 3 6.25 08/23/2000 28
1 4 6.25 08/23/2000 28
Technician: Ervin Fan-is Started: Finished:
Report Distribution: ineerinv,
Inc.
(!) St. Ann's Catholic Communi~' (1) Datum Engineering. Inc.
(l) Centex Construction (l)City of Coppcll v /t Eric J. Cleveland, P.E.
(i) City of Coppell { Sen'mr 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 .$IVE STRENGTH TES
ENGL\'EERLNG, INC.
a division
8901 Ca.enter Frwy., Suite
D~I~, Tex~ 75~7
Date of Service: 07/18/2~0 Report No.: 0018668 Report Date
08/03/2~0
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
CONTRA. CTOR: Centex Construction MIX I.D.: 9506
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 07/18/2000 BATCII TI3,1E: 9:23am
PLANT: 41 TIME SAMPLED: 10:30m Rv: Ervin Fan-is
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRESOTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 96 F CONCRETE: 91 F
SLtrMP: 5.0" Max TRUCK SO: 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 ;"0018667
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: K- 15
REPORT OF TESTS ACCU. ULATiVE YA .OS: I0
CYLINDER MEASURED MAXLML~! COMPRESSIVE
g£~RKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
! 1 7.00 07/25/2000 7 83120 2940
1 2 7.00 07/25/2000 7 86910 3070
Average 3010
I 3 7.00 08/15/2000 28
I 4 7.00 08/15/2000 28
Technician: Ervin Farris Started: Finished: J l,~~' ~
Report Distribution: ~';lneering, Inc.
(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.
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