Northlake College-LR071204
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: 11/30/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 12/4/2007
Report No: 117563
Project: North Lake College, N Campus Definitions of Terms
Location: W Sandy Lake Road @ SH 121 RQP- Rt Qtr Point CL - Centerline
Field Rep: S. Wilson 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) Density
Retests ,
1 # 5 from report # 117494 Final 116.9 25.7* 93.0 001575 /99.7
2 # 8 from report # 117494 Final 114.4 28.4 89.1 001575 ! 95.5
3 # 3 from report # 117489 Final 119.7 29.1 92.7 001575 99.4
4 # 6 from report # 117507 Final 107.6 33.3 80.7 001559 l 95.2
5 # 7 from report # 117507 Final 107.7 32.6 81.2 001559 95.8
6 # 8 from report # 117507 Final 112.4 31.6 85.4 001609 100.1
7 # 9 from report # 117507 Final 110.3 31.5 83.9 001609 98.4
8 # 11 from report # 117507 Final 115.8 28.5 90.1 001575 96.6
9 # 12 from report # 117507 Final 113.5 27.2 89.2 001575 95.6
\
Proctor No: Description Opt. Moisture Max. Density
001575 Light Brown Clay with Lime 26.5 93.3
001559 Brown Clay with Lime 32.2 84.8
001609 Lime treated brown clay 31.4 85.3
Specs. Gauge No: 28714 Test Methods: ASTM D 2922
Dens. (%) Min 95 Std. Density Count: 2318 ASTM D 3017
Moist. (%) 0+3 Std. Moist Count: 665 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; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu) rWp:
DCCCD Bond Office; AUn: James Williams Oames.williams@dcccd.edu)
DCCCD Bond Office; AUn: Mike Daniels (mike.daniels@dcccd.edu) / 1'.v1~
Jacobs; AUn: Andrea Stogner (Andrea.stogner@jacobs.com) / Joel Peters, P.E.
Jacobs; Alln: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; AUn: 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.
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: 12/4/2007
REPORT NO.: 117540
Technician: J. Mayo
Observation Date: 11/29/2007
Item / Object Observed:
o Slab
DWall
D Grade Beam
D Column
D Paving
D Other
Specific Observation Location: Area A and B
Referenced Drawing: S6.1, C3 and 02
Results:
D 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.
D Exceptions corrected prior to placement of concrete.
Remarks:
Incorrect support chairs were used to support top layer of slab reinforcing,
resulting in the bars being too low below finished surface. Contractor to
make corrections prior to placing concrete.
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 andlor inspected. They are not intended to be
indicative of the qualities of apparentiy identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety.
KLEINFELDER
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: 12/3/2007
1505 South Lamar, Suite 1015 Project No: 87015
Dallas, Texas 75215 Report Date: 12/4/2007
Report No: 127312
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 0 Wet Field Dry Proctor Percent
No. Lift 0 Density Moisture Density No. Proctor
(%) ( pcf) Density
Retests
1 Firelane 45' E and 85' N from SE 6" 108.4 28.4 84.4 001609 98.9
corner
2 Firelane SE entrance 6" 110.7 30.1 85.1 001609 99.8
Proctor No: Description Opt. Moisture Max. Density
001609 Lime treated brown clay 31.4 85.3
Specs. Gauge No: 28714 Test Methods: ASTM D 2922
Dens. (%) Min 95 Std. Density Count: 2289 ASTM D 3017
Moist. (%) +3 Std. Moist Count: 673 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) r:k:'NF~
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