Northlake College-LR071016 (2)
~ ..
fi( , ,1 '1 (;(J j
K L E I ~ F L D E R
I~ 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: 10/11/2007 Date: 10/16/2007
Technician: J. Schuler Report No: 107381 Page 1 of 2
IDENTIFICATION M-12 M-14 M-16 M-18 M-20 R.1-18
MARK
SHAFT DIAMETER 18" 18" 18" 18" 18" 18"
PLAN/ACTUAL 18" 18" 18" 18" 18" 18"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION 98.71' 98.73' 98.70' 98.71" 98.65" 98.68"
DEPTH TO BEARING STRATUM 10.2' 9.5' 10.1' 10.1' 10.28' 10.0'
UNDERREAM DIAMETER 54" 1 54" 54" 1 54" 54" 1 54" 54" 54" 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.4' 14.5' 14.2' 14.8' 14.2' 14.1'
DESCRIPTION OF BEARING STRATUM Tan sandy Tan sandy Tan sandy Tan sandy Tan sandy Tan sandy
clav clay clav clav clav c1av
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) I DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 11:26AM 11:35 AM 11:48 AM 12:51 PM 1 :03 PM 1:10 PM
TIME DRILLING COMPLETED 1:59 PM 2:27 PM N/A 3:01 PM 3:47 PM 4:01 PM
REINFORCING STEEL 12.11' 12.10' 13.2' 13.1' 12.7' 13.4'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at #4 at #4 at
QUANTITY / SIZE 12" 12" 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6 6 6
QUANTITY / SIZE #6 #6 #6 #6 #6 #6
CONDITION OF SHAFT BOTTOM Clean Clean Clean Clean Clean Clean
BEFORE CONCRETE PLACEMENT Dry Dry Dry Dry Drv Dry
PLACEMENT OF CONCRETE STARTED 3:32 PM 3:36 PM 3:40 PM 3:43 PM 4:42 PM 4:16 PM
PLACEMENT OF CONCRETE COMPLETED 3:36 PM 3:39 PM 3:43 PM 3:46 PM 4:16 PM 4:20 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) () KLEINFELDER
DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; AUn: James Williams (james.williams@dcccd.edu) \. ~, 11?~
DCCCD Bond Office; AUn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; AUn: Andrea Stogner (Andrea.stogner@jacobs.com) p o;;r
Jacobs; AUn: Jennifer Blount (Jennifer.blount@jacobs.com) Joel Peters, P.E.
1- City of Coppell; AUn: Larry Davis
1- City of Coppell; AUn: Lee Stone
The results shown on this report are for !he exdusive use of !he 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: 10/11/2007 Date: 10/16/2007
Technician: J. Schuler Report No: 107381 Page 2 of 2
IDENTIFICATION *R.1-20 R-22
MARK
SHAFT DIAMETER 18" 18"
PLAN/ACTUAL 18" 18"
GROUND SURFACE ELEVATION N/A N/A
TOP OF SHAFT ELEVATION N/A N/A
DEPTH TO BEARING STRATUM 9.6' 12.2'
UNDERREAM DIAMETER 54" 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.4' 13.9
DESCRIPTION OF BEARING STRATUM Tan sandy Tan sandy
clay clav
STEEL CASING N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within
Tolerance Tolerance
TIME DRILLING STARTED 1: 18 PM 1 :27 PM
TIME DRILLING COMPLETED 3:34 PM 4:13 PM
REINFORCING STEEL N/A N/A
CAGE LENGTH
HORIZONTAL REBAR N/A N/A
QUANTITY / SIZE N/A N/A
VERTICAL REBAR N/A N/A
QUANTITY / SIZE N/A N/A
CONDITION OF SHAFT BOTTOM N/A N/A
BEFORE CONCRETE PLACEMENT N/A N/A
PLACEMENT OF CONCRETE STARTED N/A N/A
PLACEMENT OF CONCRETE COMPLETED N/A N/A
Remarks: 1 _ Top of shaft elevation obtained from construction drawinQs 1 contractor
*- R.1-20 and K.-22 were backfilled prior to belling and will be completed tomorrow.
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) ~ ;'jj:;;~R
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) II \7
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: 10/11/2007 Date: 10/16/2007
Technician: J. Mayo Report No: 107036 Page 1 of 3
IDENTIFICATION H-2 N-8 M-8 L-8 Q-22 Q-21
MARK
SHAFT DIAMETER 24" 24" 24" 24" 24" 24"
PLAN/ACTUAL 24" 24" 24" 24" 24" 24"
GROUND SURFACE ELEVATION 98.60' 98.55' 98.55' 98.60' 98.53' 98.57'
TOP OF SHAFT ELEVATION
DEPTH TO BEARING STRATUM 10.33' 9.33' 11.00' 9.08' 11.25' 11.67'
UNDERREAM DIAMETER 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.42' 14.50' 14.67' 14.25' 14.33' 14.25'
DESCRIPTION OF BEARING STRATUM Tan Tan Tan Tan Tan Tan
clav clay clay c1av clav clay
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) I DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 8:06 AM 8:12 AM 8:21 AM 8:31 AM 9:00 AM 9:09 AM
TIME DRILLING COMPLETED 9:48AM 10:00 AM 10:22 AM 10:47 AM 1:49PM 2:21 PM
REINFORCING STEEL 12.00' 12.25' 13.25' 12.75' 12.00' 12.17'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at #4 at #4 at
QUANTITY / SIZE 12" 12" 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6 6 6
QUANTITY I SIZE #7 #7 #7 #7 #7 #7
CONDITION OF SHAFT BOTTOM Dry Dry Dry Dry Dry Dry
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 12:44 PM 12:55 PM 12:39 PM 12:30 PM 3:44 PM 2:21 PM
PLACEMENT OF CONCRETE COMPLETED 12:52 PM 1 :01 PM 12:42 PM 12:37 PM 3:47 PM 2:24 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Const.: Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.: Attn: Andy Munoz (amunoz@starlingrichardson.com) w1J::ER
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) fI \..--
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: 10/11/2007 Date: 10/16/2007
Technician: J. Mayo Report No: 107036 Page 2 of 3
IDENTIFICATION N-3.5 S-3.5 8-4 8-6
MARK
SHAFT DIAMETER 24" 24" 24" 24"
PLAN/ACTUAL 24" 24" 24" 24"
GROUND SURFACE ELEVATION 98.60' 98.63' 98.60' 98.55'
TOP OF SHAFT ELEVATION
DEPTH TO BEARING STRATUM 11.00' 10.67' 10.58' 11.17'
UNDERREAM DIAMETER 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.17' 14.42' 14.25' 14.08'
DESCRIPTION OF BEARING STRATUM Tan Tan Tan Tan
c1av clay c1av c1av
STEEL CASING N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within
Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 10:12 AM 10:19 AM 10:27 AM 10:32 AM
TIME DRILLING COMPLETED 2:01 PM 1 :36 PM 1 :08 PM 1:47 PM
REINFORCING STEEL 13.50' 13.67' 13.17' 13.00'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at
QUANTITY / SIZE 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6
QUANTITY / SIZE #7 #7 #7 #7
CONDITION OF SHAFT BOTTOM Dry Dry Dry Dry
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 5:13 PM 2:07 PM 2:11 PM 2: 16 PM
PLACEMENT OF CONCRETE COMPLETED 5:18 PM 2:11 PM 2:16 PM 2:22 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@startingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) Ucr;1 ~DER
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) I ---
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: 10/11/2007 Date: 10/16/2007
Technician: J. Mayo Report No: 107036 Page 3 of 3
IDENTIFICATION Q-18 Q-16 Q-12 Q-8.5 N-6 N-4
MARK
SHAFT DIAMETER 24" 24" 24" 24" 24" 24"
PLAN/ACTUAL 24" 24" 24" 24" 24" 24"
GROUND SURFACE ELEVATION 98.70' 98.73' 98.69' 98.65' 98.55' 98.61'
TOP OF SHAFT ELEVATION
DEPTH TO BEARING STRATUM 9.58' 11.17' 11.67' 9.17 10.25' 10.67'
UNDERREAM DIAMETER 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.17' 14.42' 14.17' 14.25' 14.25' 14.58'
DESCRIPTION OF BEARING STRATUM Tan Tan Tan Tan Tan Tan
c1av clav c1av c1av clav c1av
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) I DEPTH (FT.)
Within Within Within Within Within Within
PLUMBNESS VARIATION Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 9:08 AM 9:20 AM 9:27 AM 9:35 AM 9:44 AM 10:04 AM
TIME DRILLING COMPLETED 2:46 PM 3:18 PM 3:49 PM 4:24 PM 5:09 PM 5:47 PM
REINFORCING STEEL 12.17' 12.33' 12.00' 12.83' 12.75' 12.67'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at #4 at #4 at
QUANTITY / SIZE 12" 12" 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6 6 6
QUANTITY / SIZE #7 #7 #7 #7 #7 #7
CONDITION OF SHAFT BOTTOM Dry Dry Dry Dry Dry Dry
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 3:38 PM 3:31 PM 3:27 PM 3:19 PM 5:01 PM 5:07 PM
PLACEMENT OF CONCRETE COMPLETED 3:44 PM 3:38 PM 3:31 PM 3:27 PM 5:06 PM 5: 11 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) (}p/~ER
DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; AUn: James Williams Uames.williams@dcccd.edu)
DCCCD Bond Office; AUn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) / Joel Peters, P. E.
Jacobs; AUn: 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 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.