St Ann Catholic-LR000802CONCRETE COMPRE ,SIVE STRENGTH TES ·
ENGL\'EERLNIG, INC.
a division of]~'~Zl:lll
891}1 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/25/2000 Report No.: 0019315 Report Date
08/02/2000
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 PL.nCEMENT DATE: 07/25/2000 i~ATCn TI.X~E: 9:25am
PLANT: 41 TIME SAMPLED: 10:10am BY: Ervin Farris
SPECIFICATION REQUIREMI.;NTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)-.aIR 87 F CO~'CRETE: 83 F
SL~q~iP: 5-7" TRUCK NO: 716 TICKET NO: 2691109
AIR: N/A AIR CONTENT (ek): N/A UNIT WEIGHT (pcf): N/A
TEST METIIOD: ASTM C- 143 PLACEMENT LOCATION:
Pier information and technician time: See Report #0019314
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: X-8.1
REPORT OF TESTS ACCI.~CCLATIVE YARDS: l0
CYLINDER MEASURED MAXIML..-M COMPRESSIVE
M-.~.RKED SLU3,IP DATE AGE LOAD STRENGTII FIL~CTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 6.00 08/01/2000 7 103660 3670
1 2 6.00 08/01/2000 7 107480 3800
Average 3740
I 3 6.00 08/22/2000 28
I 4 6.00 08/22/2000 28
Technician: Ervin Farris Started: Finished: ~;~.~g. .
Report Distribution: lneerln,g~, Inc.
(I) st_ Ann's Catholic Community (I) Datum Engineering. Inc.
(I) Centex Construction (I) City of Coppcll Eric J. Cleveland, P.E.
(I) City of Coppcll Senior Project Engineer
( I ) Alliance Architects
This report is exclusively for thc 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 1
REPORT OF DRILLEL 3ELLED PIER INSPEC -ION
ENGL\'EERLNG, IN~
a division ofl~'g"~lJ~l
8901 Carpenter Frwy., Suite #100
Dallas, Texas ?5247
Date of Service: 07/26/2000 Report No.: 0019445 Report Date
08/02/2000
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 inspec--_icn.
On this date, an HBC Engineering technician arrived at nhe above referenced
jobsite as sckedu!ed for drilled be21ed pier inspection. See annached skeen for
recorded data.
Technician Time: 6:00 a.m. to 2:00 p.m.
Technician: Shane Spinks /~~~gineering,
Inc.
Report Distribution:
(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 H BC Enginecring, Inc.
99SDS Pa~e 1 of 1
REPORT OF DRILLED BELLED PIERS --
ENG~'EERING, INC.
8901 Caq~en~er Frv. y. Suite s~I00
Dallas. Texas 75247
Project: St. Ann's Catholic Church Report No.: 0019445
180 Samuel Boulevard, Coppell, Texas Date of Service: 07/26/00
Project No.: 94001152 Technician: S. Spinks
Driller: Schutte Page: ] of 1
Pier Identification I-4 I-4/SE 1.4/S 1.4/SW I-4/NE I-4/N I-4/NW I-4/W I-4/E 0.9-3.1
Pier Diameter (in.) 24 18 18 18 18 18 18 18 18 24
Bell Diameter (in.) 54 48 48 48 48 48 48 48 48 54
Top of Pier Elevation (ft) 97.0 97.0 97.0 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 8.0 8.0 8.0
Initial Depth of Pier from Existing
Grade (ft) 16.5 14.0 14.9 15.0 15.9 16.8 17.5 16.4 14.0 17.9
Final Depth of Pier from Existing
Grade (ft) 16.8 14.4 15,2 15.3 16.2 17.2 17.6 16.7 14.3 17.9
Depth from Top of Concrete (ft) 17.5 15.0 16.0 16.0 17.0 18.0 18.0 17.0 15.0 18.5
Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry
Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Casing Diameter (in) N/A N/A N/A 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 N/A N/A N/A
Number of Vertical Bars (ea.) 5 5 5 5 5 5 5 5 5 5
Reinforcing Bar Size (#) 7 7 7 7 7 7 7 7 7 7
Length of Vertical Bars (ft.) 14.5 12.5 13.2 13.3 14.2 15.2 15.6 14.7 12.3 15.9
Time Drilling was Completed 11:45a.m. 11:55a.m. 12:10p,m. 12:20p.m. 12:30p.m. 12:40p.m. 12:50p.m. 1:00p.m. 1:10p.m. 1:40p.m.
Time Concrete was Placed 2:10 p.m. 2:25 p.m. 2:40 p.m. 3:00 p.m. 3:15 p.m. 3:20 p.m. 3:40p.m. 4:00 p.m. 4:10 p.m. 4:35 p.m.