Northlake College-LR070102
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: 1/2/2008
REPORT NO.: 127489
Technician: J. Mayo
Observation Date: 12/28/2007
Item / Object Observed:
[] Slab
o Wall
o Grade Beam
o Column
o Paving
o Other
Specific Observation Location: E side of Area B
Referenced Drawing: S2.2
Results:
[] Reinforcing steel placed in general accordance with the project drawings.
o Exceptions noted and referred to contractor for correction.
o Exceptions noted and referred to structural engineer.
o Exceptions corrected prior to placement of concrete.
Remarks:
Reports to:
Starling Richardson Const.; Alln: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Alln: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Alln: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; AUn: James Williams Qames.williams@dcccd.edu)
DCCCD Bond Office; Alln: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Alln: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Alln: Jennifer Blount (Jennifer.blount@jacobs.com)
1- Ci~y of Coppell; Alln: Larry Davis
1- City of Coppell; Alln: 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 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.
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 RESULTS
To: Dallas County Community College Dist. Test Date: 12/29/2008
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 1/2/2008
Report No: 127104
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. Mayo LQP - Lt Qtr Point Sta - Station
Test Test Location Depth W Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) (pct) Density
Royal Ln.
1 NE entrance ramp Top 107.8 33.1 81.0 001559 95.5
2 NE entrance ramp Top 113.1 28.5* 88.0 001559 103.8
3 NE entrance ramp Top 125.6 20.7* 104.1 001559 122.8
Proctor No: Description Opt. Moisture Max. Density
001559 Brown Clay with Lime 32.2 84.8
SJ:ecs. Gauge No: 26077 Test Methods: ASTM D 2922
Dens. (% I Min 95 Std. Density Count: 2411 ASTM D 3017
Moist. (% I 0-+3 Std. Moist Count: 675 ASTM D 698
Trans. Depth (in.): 6
Remarks:
Reports to:
Starling Richardson Const.; Alln: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Alln: Andy Munoz (amunoz@starlingrichardson.com)
DCCCD Bond Office; Altn: Brenda Spinelli (brenda.spinelli@dcccd.edu) G KLEINFELDER
DCCCD Bond Office; Altn: James Williams Qames.williams@dcccd.edu) --k1f / ~-/;A/J
DCCCD Bond Office; Altn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Altn: Andrea Stogner (Andrea.stogner@jacobs.com) Joel Peters, P.l:.
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; Alln: Larry Davis
1- City of Coppell; Alln: 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 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.
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: 1/2/2008
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 1/2/2008
Report No: 018301
Project: North Lake Colleae, N Campus Definitions of Terms
Location: W Sandy Lake Road@ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: J. Mayo LQP - Lt Qtr Point Sta - Station
Test Test Location Depth 0 Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) ( pcf) Densitv
Retests
1 NE entrance ramp at Royal Top 112.7 32.3 85.2 001559 100.5
2 NE entrance ramp at Royal Top 115.8 33.2 86.9 001559 102.5
Proctor No: Description Opt. Moisture Max. Densitv
001559 Brown Clay with Lime 32.2 84.8
Specs. Gauge No: 26077 Test Methods: ASTM D 2922
Dens.(%) Min 95 Std. Density Count: 2421 ASTM D 3017
Moist. (%) I 0-+3 Std. Moist Count: 681 ASTM D 698
Trans. Deoth (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) ~/~ KLEINFELDER
DCCCD Bond Office; Attn: James Williams (james.williams@dcccd.edu) f:/;~
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu) "
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) / Joel Pet~, -FE
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppeli; Attn: Larry Davis
1- City of Coppeli; 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 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.