Mansions Phase 1-LR 981001 (3) Rone Engineers, Inc. 11 2- C~oodn~gnl Lane- Yel. (972)£41-45'17- RoneEn ineers
Dal,as/Fo~ Wo~h Dallas. Texas Metro (972) 263-1555
75229 Fax (972) 241-5174
ELONGATION REPORT
Project: Mansions By The Lake Page 1 of 1
Report No: 3137-D7429-259 Sample Date: September 28, 1998
Client: Western Rim Services Report Date: October 1, 1998
Location: Builidng 40 Technician: R. Lovelady
# Tendon Location Jack Force Gauge Required Elongations Elongations Total Within
No. (Kips) Pressure Elongations End (1) End (2) Elongations Tolerance
i S-27 North Side 33K 5500 2 1/8 ...... 0
West Corner
2 S-27 North Side 33K 5500 2 1/8 .... 0
West Corner
3 B-27 NorUh Side 33K 5500 2 1/8 ...... 0
West Corner
4 S-48 *South Side 33K 5500 3 5/8 .......
5
6
7
8
9
10
11
12
13
14
15
Equipment ID: Ram No: 94016 Pump No: 380794 Gauge No: 94016
Equipment Calibration Date: 8/24/98
Comments: *S-48 A/C Pad in the way (has concrete poured). S-27, S-27, B-27 pulled to 4500 PSI, 80% of 5500 did not get any
elongation.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Newport Classic
(1) Mr. Doyle Damron; C. D. Construction Consulting
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no
responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter provided by /%
persons or conditions over which we have no conn'ol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin',reports\D7429-259-98\ST October 1, 1998 ~