Northlake College-LR071130
KLEINFELDER
2211 Century Center Blvd., Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
LIME DEPTH CHECKS
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: 11/30/2007
REPORT NO.: 117504
Test Performed By: J. Mayo
Date of Test: 11/28/2007
Results:
Location
Lime
Depth
SE quad - S. Parking
SW quad - S. Parking
NE quad - S. Parking
NW quad - S. Parking
8.0"
8.75"
9.5"
9.25"
Requirements
6"
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) KLEINFELDER
DCCCD Bond Office; Alln: James Williams Games.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- City of Coppell; Alln: Larry Davis Joel Peters, P.E.
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
SIEVE ANALYSIS OF LIME TREATED SUBGRADE
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:
REPORT NO.:
11/30/2007
117430
Test Performed By: J. Mayo
Date of Test: 11/17/2007
Results:
Location
Percent Passing
1 3/4" Sieve
Percent Passing
#4 Sieve
Middle of the S parking lot area
100
54%
Requirements
100%
60% Minimum
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Alln: Andy Munoz (amunoz@starlingrichardson.com) KLEIN FELDER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Attn: James Williams Oames.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Alln: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Alln: 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.
KLEINFELDER
2211 Century Center Blvd., Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
SIEVE ANALYSIS OF LIME TREATED SUBGRADE
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:
REPORT NO.:
11/30/2007
117093
Test Performed By: J. Mayo
Date of Test: 11/15/2007
Results:
Location
Percent Passing
1 3/4" Sieve
Percent Passing
#4 Sieve
SE quadrant of S parking area
100
60%
Requirements
100%
60% Minimum
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) KLEINFELDER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
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)
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com) Joel Peters, P. E.
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 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
SIEVE ANALYSIS OF LIME TREATED SUBGRADE
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:
REPORT NO.:
11/30/2007
117427
Test Performed By: J. Mayo
Date of Test: 11/19/2007
Results:
Location
Percent Passing
1 3/4" Sieve
Percent Passing
#4 Sieve
40' S x 10' W from the SW corner
of the S parking area
100
53%
Retest
Middle of the S parking area
100
60%
Requirements
100%
60% Minimum
Reports to:
Starling Richardson Const.; Atln: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Atln: Andy Munoz (amunoz@starlingrichardson.com) KLEINFELDER
DCCCD Bond Office; Atln: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Atln: James Williams Oames.williams@dcccd.edu)
DCCCD Bond Office; Atln: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Atln: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Atln: Jennifer Blount (Jennifer.blount@jacobs.com) Joel Peters, P.E.
1- City of Coppell; Atln: Larry Davis
1- City of Coppell; 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 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.
KLEINFELDER
2211 Century Center Blvd., Suite 101, Irving, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
SIEVE ANALYSIS OF LIME TREATED SUBGRADE
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:
REPORT NO.:
11/30/2007
117494
Test Performed By: J. Mayo
Date of Test: 11/21/2007
Results:
Location
Percent Passing
1 3/4" Sieve
Percent Passing
#4 Sieve
N parking area
E entrance at Royal
100
100
61%
60%
Requirements
100%
60% Minimum
Reports to:
Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Altn: Andy Munoz (amunoz@starlingrichardson.com) KLEINFELDER
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; Altn: Andrea Stogner (Andrea.stogner@jacobs.com)
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com) Joel Peters, P.E.
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 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, Texas 75062
972-870-0808 Metro 972-953-0398 Fax 972-870-0802
UNDERREAM DRILLED SHAFT REPORT
TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus
1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121
Dallas, Texas 75215 PROJECT NO: 87015
Test Date: 11/15/2007 Date: 11/30/2007
Technician: J. Mayo Report No: 117093
IDENTIFICATION R.4-8.5 R-6
MARK
SHAFT DIAMETER 18' 18'
PLAN/ACTUAL
GROUND SURFACE ELEVATION 98.64 98.60
TOP OF SHAFT ELEVATION
DEPTH TO BEARING STRATUM 11.8' 10.1'
UNDERREAM DIAMETER 54" 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.8' 14.2'
DESCRIPTION OF BEARING STRATUM Tan clay Tan clay
STEEL CASING N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within
Tolerance Tolerance
TIME DRILLING STARTED 1 :49 PM 2:35 PM
TIME DRILLING COMPLETED 2:31 PM 2:57 PM
REINFORCING STEEL 12.7' 12.4'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at
QUANTITY / SIZE 12"OC 12" OC
VERTICAL REBAR 6 6
QUANTITY / SIZE #6 #6
CONDITION OF SHAFT BOTTOM Clean Clean
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 4:21 PM 4:25 PM
PLACEMENT OF CONCRETE COMPLETED 4:25 PM 4:29 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Cons!.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Cons!.; Attn: Andy Munoz (amunoz@starlingrichardson.com) G KLEIN FELDER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu) Qt/~
DCCCD Bond Office; Attn: James Williams (jameswilliams@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 exduslve 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.