Northlake College-LR070924
K L E I N F E L D E R
2211 Century Center Blvd., Suite 101, Irving, TX 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Dallas County Community College Dist. Test Date: 9/21/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 9/24/2007
Report No: 097422
Project: North Lake Colleoe, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 Rap- Rt atr Point CL - Centerline
Field ReD: J. Schuler Lap - Lt atr Point Sta - Station
Test Test Location Depth 0 Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) (pet) Density
Paving Subgrade
1 60' E and 80' N of SE bldg corner 2nd 116.2 24.8 93.1 001354 95.9
Proctor No: Description Opt. Moisture Max. Densitv
001354 Grav fat clay 22.6 97.1
SDecs. Gauge No: 28714 Test Methods: ASTM D 2922
Dens. (%) I 93-98 Std. Density Count: 2330 ASTM D 3017
Moist. (%) I +2 to +7 Std. Moist Count: 661 ASTM D 698
Trans. Depth (in.): 6
Remarks:
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu) U;;~:M
DCCCD Bond Office; Attn: James Williams Games.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) /Joel Peters, P.E.
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; Attn: Larry Davis
1- City of Coppel!; Atln: Lee Stone
The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the sampies tested andlar inspected. They are not intended to be
indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety.