St Ann Catholic-LR000817CONCRETE COMPRESSIVE STRENGTH TE , £
a division of l~trac~tt
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/19/2000 Report No.: 0018798 Report Date
08/17/2000
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: 07119/2000 BATCHTE~-IE: 7:55am
PLANT: 41 TIME SAMPLED: 8:40am BY: Ervin Farris
SPECIFICATION REQUIREMEN'TS WEATHER CO.~ITIONS: Clear
STPa:.tqGTH: 3000 psi @ 28 Days TEM~'ERATtJP. E (F)- AIR 91 ~: CONCRETE: 88 F
SLmtP: 5-7" TRUCK NO: 807 TICKET NO: 2686336
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEI~[ENT LOCATION:
Pier information and technician time: See Report g0018797
ASTM C-172
ASTM C-39
SAMPLE LOCATION: J.9/11.6
REPORT OF TESTS ACCIv*UCL.ATIVE YARDS: 6.5
CYLINDER MEASURED I~LA XI3,'ILO,! COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 6.50 07/26/2000 7 95170 3370
1 2 6.50 07/26/2000 7 90130 3190
Average 3280
1 3 6.50 08/16/2000 28 128500 4540
I 4 6.50 08/16/2000 28 127490 4510
Average 4530
Technician: Ervin Farris Started: Finished:
Report Distribution: EH .
(I) St. Ann's Catholic Community ( I ) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppcll 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 En~neering, Inc.
01LL Page 1 of 1
REPORT OF REINFORCIN~ STEEL INSPECTION
8901 Carpenter Frwy., Suite ~100
Dallas, Texas 75247
Date of Service: 08/17/00 Report No.: 0021519
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: Contractor's Set of Plans
Locations/Items Inspected: Basement Wall, Third Pour from grid line 10, lines K.5 to M.3; line 10, lines K.5 to
M.3; line M.3, lines 10 to 10.3; line 10.4, lines M.3 to 1.6; line 10.8, lines K to 1.6;
and line K, lines 9.5 to 13
lest 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 Colurn~ m,ed Properly X
Bar S~ze X Proper Bar Placement X T,es and Spaces X
Bar Grade X Properly Tied X Stirrup Spacing/Type X
Rebar Clean X Dowel Bars in Place X Welded Splices
Form Clean X Proper Bar Supports X Mect~anical Splices
Number of Bars X Lapped Splices X Proper Cover X
Discrepancies/Comments: Minor discrepancies noted at the time of inspection were corrected during inspection.
Technician: F. Akbar Started: 12:00 p.m. Stopped: 1:30 p.m.
Reoort Distribution: ~g~ Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(I) Centex Construction ( 1 ) City of Coppell
(I) City of Coppell
(i) Alliance Architects Eric J. Cleveland, P. E.
Senior Project Engineer
309sds Th,s report ts exclusively for the use of the client ~nd,cated above and shall not be reproduced in full without written approval of HBC Engineering, Inc.