Mansions Phase 1-LR 980517 Rone Engineers, Inc. 11.,c,-~4 Goodnight Lane TeL (972) 241-4517---'-. ineers
Dalla$,'Fon Worth 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-D7429-360 Sample Date: May 4, 1999
Client: Western Rim Services Report Date: May 17, 1999
Location: Building//12- Restress Technician: T. Duke
# Tendon Locadon Jack Force Gauge Required Elongations Elongations Total Within
No. (KiI~) Pressure Elongations End (1) End (2) Elongations Tolerance
4 B-30 South Side 2.125 1.75 .25 2.0 YES
5 S-101 South Side 7.5 7.0 .5 7.5 YES
8 B-30 East Side 2.125 1.75 0 1.75 *N/C
52 B-76 North Side 5.875 4.25 0 4.25 *N/C
59 S-101 North Side 7.875 7.0 .5 7.5 YES
B-78 East Side 6.0 5.375 0 5.375 *
Equipment ID: Ram No: 38077 Pump No: .380005 Gauge No: 380005
Equipment Calibration Date: 1/20/99
Comments: *Contractor pulled cable to 8200 PSI, N/C (No Change) was noted.
Distribution:
(1) Mr. Richard E. Simmons; Western Rim Services
(1) Mr. Larry Davis; City of Coppell t/
(1) Mr. Mike Hodge; City of Coppell
(1) Mr. Tony Martin; Mansions Classic Homes
(I) Mr. Doyle Damron; C. D. Construction Consulting r~
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 comxol. Our letters and reports are for the exclusive use of the clients to whom they are
addressed.
c:\wpwin\reports\D7429-360-99\ST May 17, 1999