Westhaven 2-LR140728TESTED FOR:Standard Pacific Homes - Irving DATE:
Irving, Texas
PROJECT:Westhaven Phase 1 & 2 - Mass Grading OUR REPORT NO.: 130127-162
Coppell, Texas
TECHNICIAN:
PIER DRILLING CO.:N. L. Schutte Foundation Drilling, Inc.PAGE:
PIER IDENTIFICATION NEBP-PB1 NEAP-PB1
24.0 18.0
461.8 461.8
457.8 457.8
28.0 28.0
37.0 37.0
9.0 9.0
9.0 9.3
33.0 33.8
Wet Dry
26.0 20.0
32.4 33.0
8 6
7 6
32.4 34.3
12:15 PM 1:45 PM
7:30 PM 6:50 PM
REMARKS:Concrete was delayed by 4.25 hours per schedule.Respectfully Submitted,
Attef Abushakra, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results
must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
1 OF 1
LENGTH OF VERTICAL
BARS (FT.)
TIME DRILLING WAS
COMPLETED
TIME CONCRETE WAS PLACED
REQUIRED PENETRATION (FT.)
DEPTH TO BEARING STRATUM
FROM GROUND (FT.)
DEPTH OF PIER FROM
GROUND (FT.)
ACTUAL PENETRATION (FT.)
CASING DIAMETER (IN.)
REINFORCING BAR SIZE (#)
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
07/28/14
NUM. OF VERTICAL BARS (EA.)
TOP OF PIER ELEVATION (FT.)
CASED DEPTH (FT.)
DEPTH FROM TOP OF
CONCRETE (FT.)
R. Chapagain
REPORT OF DRILLED STRAIGHT SHAFT PIERS
TOP OF GROUND ELEVATION (FT.)
PIER DIAMETER (IN.)
CONDITION OF BOTTOM
(WET OR DRY)