Westhaven 2-LR140522 (2)TESTED FOR:Standard Pacific Homes - Irving DATE:
Irving, Texas
PROJECT:Westhaven Phase 1 & 2 OUR REPORT NO.: 130127-144
Mass Grading
Coppell, Texas TECHNICIAN:
PIER DRILLING CO.:Agreda's Drilling Construction PAGE:
PIER IDENTIFICATION SWAB/PB2 SWBP/PB2 NWBP/PB2 NWAB/PB2
18.0 24.0 24.0 18.0
456.3 456.8 456.8 456.3
450.8 450.8 450.8 450.8
14.0 12.0 12.0 13.5
22.0 19.3 19.5 20.5
7.0 7.0 7.0 7.0
8.0 7.3 7.5 7.0
16.5 13.3 13.5 15.0
DRY DRY DRY DRY
N/A N/A N/A N/A
N/A N/A N/A N/A
6 8 8 6
#6 #7 #7 #6
20.3 17.8 17.8 19.0
3:28 PM 12:50 PM 2:23 PM 4:30 PM
6:00 PM 5:15 PM 5:30 PM 5:40 PM
REMARKS: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.
PIER DIAMETER (IN.)
CONDITION OF BOTTOM
(WET OR DRY)
REINFORCING BAR SIZE (#)
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
05/22/14
NUM. OF VERTICAL BARS (EA.)
TOP OF PIER ELEVATION (FT.)
CASED DEPTH (FT.)
DEPTH FROM TOP OF
CONCRETE (FT.)
Raj Chapagain
REPORT OF DRILLED STRAIGHT SHAFT PIERS
TOP OF GROUND ELEVATION (FT.)
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.)
NWAB/PB2: Northwest abuttment pier/ Drawings PB2.1&2.2
West End of 50 ft Bridge
SWAB/P82: Southwest abuttment pier/ Drawings PB2.1&2.2
SWBP/PB2: Southwest bridge pier/ Drawings PB2.1&2.2
NWBP/PB2: Northwest bridge pier/ Drawings PB2.1&2.2