Northlake College-LR071016
KLEINFELDER
2211 Century Center Blvd., Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
REINFORCING STEEL VISUAL OBSERVATIONS
TO: Dallas County Community College Dist.
1505 South Lamar, Suite 1015
Dallas, Texas 75215
PROJECT: North Lake College, N Campus
W Sandy Lake Road @ SH 121
PROJECT NO: 87015
REPORT DATE: 10/16/2007
REPORT NO.: 107382
Technician: J. Mayo
Observation Date: 10/9/2007
Item 1 Object Observed:
o Slab
o Wall
[;] Grade Beam
D Paving
D Other
D Column
Specific Observation Location: G-7 to G-19/E-18 to B-18/B-18 to B-6
Referenced Drawing: S6.2 (B2) (B4)
Results:
[;] Reinforcing steel placed in general accordance with the project drawings.
o Exceptions noted and referred to contractor for correction.
D Exceptions noted and referred to structural engineer.
D Exceptions corrected prior to placement of concrete.
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)
DCCCD Bond Office; Attn: James Williams Uames.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; Attn: Larry Davis
1- City of Coppell; Attn: 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 samples tested and/or inspected. They are not intended 10 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.
KLEIN FELDER
Joel Peters, P.E.
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 RESUL TS
To: Dallas County Community College Dist. Test Date: 10/11/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 10/16/2007
Report No: 107381
Project: North Lake Colleqe, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: J. Schuler LQP - Lt Qtr Point Sta - Station
Test Test Location De pth 0 Wet Field Dry Proctor Percent
No Lift 0 Density Moisture Density No. Proctor
(%) ( pcf) Density
8" Water Line
1 S of southern drive, 350' W of -1 111.0 23.2 90.1 001356 99.7
Royal Lane
2 At S end of larqe parkinq lot, 450' -1.5 113.0 23.4 91.6 001356 101.3
W of Royal Lane
3 At N end of larqe parkinq lot, 450' -2 112.9 24.2 90.9 001356 100.6
W of Royal Lane
Proctor No: Description Opt. Moisture Max. Density
001356 Gray fat clay 22.9 90.4
Soecs. Gauge No: 26077 Test Methods: ASTM D 2922
Dens. (%) Min 95 Std. Density Count: 2466 ASTM D 3017
Moist. (%) Std. Moist Count: 669 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) Oa(t~
DCCCD Bond Office; Attn: James Williams Oames.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 Coppell; Attn: 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 samples tested andlor 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.