St Ann Catholic-LR000801REPORT OF REINFORCING STEEL INSPECTION
ENGINEERING, hNC.
8901 Carpenter Frv,.y., Suite
Dallas, Texas 75247
Date of Service: 08/01/00 Report No.: 0019994
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 7:5019 Coppell, Texas
Services: Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized: Structural
Locations/Items Inspected: Grade Beam, lines C to D and 16 to 20
Test Method: Visual Observation
REPORT OF INSPECTION
ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT ITEMS INSPECTED CORRECT INCORRECT
Placing Drawings Approved X Bar Length and Shape X Column Tied Properly
Bar Size X Proper Bar Placement X Ties and Spaces X
8ar Grade X Properly Tied X Stirrup Spacing/Type X
Rebar Clean X Dowel Bars in Place X Welded Splices
Fo~m Clean X Proper Bar Supports X Mechanical Sphces
Number of Bars X Lapped Spl,ces X Proper Cover X
Discrepancies/Comments: No discrepancies noted at the time of inspection.
Technician: S. Spinks Started: See Report #0019977
~ Engineering, Inc.
Reoort Distribution:
(I) St. Ann's Catholic Community (I) Datum Engineering, Inc.
(1) Centex Construction (I) City of Coppell
(1) City of Coppell
(I) Alliance Architects Eric J. Cleveland, P. E.
Senior Project Engineer
309sd$ This report ~s exclusively for the use of the client indicated above and shall not be ref:~'oduced in full wdhout written approval of HBC Engineering. Inc.
CONCRETE COMPRE::,SIVE STRENGTH TES.
ENGL\~EERLNG, INC.
a division of l~'f-~lfl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/13/2000 Report No.: 0018273 Report Date
08/01/2000
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 DATE: 07/13/2000 BATCIIXIME: 9:14am
PLANT: 41 TIME SAMPLED: 9:50am BY: Ervin Farris
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- AIR 91 ~: CONCRETE: 86 F
SLI.~,'MP: 5-7" TRUCK NO: 451 TICKET NO: 2681690
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 g0018272
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 20-F.9
REPORT OF TESTS A¢Ct,, IULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLL$IP DATE AGE LOAD STRENGTII FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.75 07/20/2000 7 79180 2800
I 2 6.75 07/20/2000 7 83460 2950
Average 2880
I 3 6.75 08/10/2000 28
1 4 6.75 08/10/2000 28
Technician: Ervin Farris Started: Finished:
Report Distribution: eering, Inc.
( 1 ) St. Ann's Catholic Communib, (1) Datum Engineering, Inc.
J. Cleveland, P.E.
(1) Centex Construction ( 1 ) City of Coppell ~-- ~Eric .
(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.
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