Northlake College-LR071004 (2)
KLEINFELDER
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. -
1505 South Lamar, Suite 1015 I
Dallas, Texas 75215 ~J. ~
Test Date: 9/27/2[; I
Technician: J. Mayo
PROJECT: North Lake College, N
W Sandy Lake Roa
PROJECT NO: 87015
Date: 10/4/200
Report No: 0971 Page 1 of 3
B-11
18" 18"
18" 18"
98.71' 98.77'
10.0' 10.67'
54" 1 54" 54" 1 54"
15.00' 14.08' 14.92'
Tan Clay Tan Clay Tan Clay
N/A N/A N/A
Within Within Within
Tolerance Tolerance Tolerance
9:45AM 9:55 AM 10:00 AM
9:55 AM 9:59 AM 10:06 AM
12.75' 12.08' 12.58'
#4 at #4 at #4 at
12" 12" 12"
6 6 6
#6 #6 #6
Clean Clean Clean
3:05 PM 3:09 PM 3:14 PM
3:09 PM 3:14 PM 3:17 PM
IDENTIFICATION
MARK
SHAFT DIAMETER
PLAN/ACTUAL
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION'
B-17
8-18
18"
18"
18"
18"
98.56'
10.17'
98.62'
9.67'
DEPTH TO BEARING STRATUM
UNDERREAM DIAMETER
PLAN/ACTUAL
54" 1 54"
14.67'
FINAL DEPTH OF SHAFT
Tan Clay
DESCRIPTION OF BEARING STRATUM
STEEL CASING
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION
N/A
Within
Toleranc
9:36A
9:41
1;
/
Within
Tolerance
9:41AM
9:44 AM
N/A
#4 at
12"
6
#6
Clean
N/A
N/A
TIME DRILLING STARTED
TIME DRILLING COMPLETED
REINFORCING STEEL
CAGE LENGTH
HORIZONTAL REBAR
QUANTITY / SIZE
VERTICAL REBAR
QUANTITY I SIZE
CONDITION OF SHAFT BOTTOM
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED
PLACEMENT OF CONCRETE COMPLETED
Clean
3:01 PM
3:05 PM
Remarks:
KLEIN FELDER
//74
If1111~1
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: 9/27/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097107 Page 2 of 3
IDENTIFICATION C.2-15 C.2-13 C.2-11 C-9 C.2-17 C-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' 98.72' 98.62' 98.66' 98.66' 98.64' 98.66'
DEPTH TO BEARING STRATUM 8.17' 10.17' 9.25' 10.00' 8.00' 8.25'
UNDERREAM DIAMETER 54" 1 54" 54" 1 54" 54" 1 54" 54" 1 54" 54" 1 54" 54" 1 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.33' 14.75' 14.50' 14.67' 14.00' 14.42'
DESCRIPTION OF BEARING STRATUM Tan Clay Tan Clay Tan Clay Tan Clay Tan Clay Tan Clay
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 10:21 AM 10:24 AM 10:31 AM 10:36 AM 10:13 AM 10:09 AM
TIME DRILLING COMPLETED 10:24 AM 10:31 AM 10:35 AM 10:41 AM 10:18 AM 10:13 AM
REINFORCING STEEL 13.08' 13.25' 13.17' 12.67' 12.67' 13.25'
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
PLACEMENT OF CONCRETE STARTED 1 :51 PM 1 :55 PM 1 :58 PM 2:04 PM 1:44PM 1:41PM
PLACEMENT OF CONCRETE COMPLETED 1 :55 PM 1 :58 PM 2:04 PM 2:09 PM 1:49 PM 1 :44 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) a KL~dZ
DCCCD Bond Office: Altn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office: Altn: James Williams Oames.williams@dcccd.edu)
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu) I rr'~ '"7
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) f \.... -
Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com) Joel Peters, P.E.
1- City of Coppell; Altn: Larry Davis
1- City of Coppell; Altn: 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: 9/27/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097107 Page 3 of 3
IDENTIFICATION G-19 G-17 G-15 G-13 G-11
MARK
SHAFT DIAMETER 24" 24" 24" 24" 24"
PLAN/ACTUAL 24" 24" 24" 24" 24"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION 98.80' 98.75' 98.74' 98.80' 98.83'
DEPTH TO BEARING STRATUM 9.25' 9.00' 8.58' 9.00' 10.33'
UNDERREAM DIAMETER 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.33' 14.50' 14.42' 14.42' 14.25'
DESCRIPTION OF BEARING STRATUM Tan Clay Tan Clay Tan Clay Tan Clay Tan Clay
STEEL CASING N/A N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 1:48PM 2:00 PM 2:09 PM 2:17 PM 2:23 PM
TIME DRILLING COMPLETED 1 :59 PM 2:08 PM 2:16 PM 2:23 PM 2:19 PM
REINFORCING STEEL 12.25' 12.58' 12.33' 12.08' 12.58'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at #4 at
QUANTITY / SIZE 12" 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6 6
QUANTITY / SIZE #7 #7 #7 #7 #7
CONDITION OF SHAFT BOTTOM Clean Clean Clean Clean Clean
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 3:34 PM 3:39 PM 3:42 PM 3:46 PM 3:51 PM
PLACEMENT OF CONCRETE COMPLETED 3:39 PM 3:42 PM 3:46 PM 3:51 PM 3:54 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) fh~ K~;:R
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' Joel Peters, P.E.
Jacobs; Attn: Jennifer Blount (Jennifer.blounl@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.
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: 9/28/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097110 Page 1 of 4
IDENTIFICATION B-17 F-19 F.2-17 F.2-15 F.2-13 F.2-11
MARK
SHAFT DIAMETER 18" 18" 18" 18" 18" 18"
PLAN/ACTUAL 18" 18" 18" 18" 18" 18"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION 98.65' 98.83' 98.70' 98.72' 98.75' 98.84'
DEPTH TO BEARING STRATUM N/A 7.42' 8.17' 8.17' 9.42' 8.33'
UNDERREAM DIAMETER 54" 1 54" 54" 1 54" 54" 1 54" 54" 1 54" 54" I 54" 54" I 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 13.08' 14.58' 14.50' 14.50' 14.33' 14.58'
DESCRIPTION OF BEARING STRATUM Tan clay Tan clay Tan clay Tan clay Tan clay Tan clay
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 10:56 AM 7:52 AM 8:00 AM 8:06 AM 8:14 AM 8:22 AM
TIME DRILLING COMPLETED 11:03AM 7:59 AM 8:05 AM 8:11 AM 8:22 AM 8:27 AM
REINFORCING STEEL 10.67' 12.67' 13.67' 13.42' 13.08' 13.17'
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 #6 #6 #6 #6 #6 #6
CONDITION OF SHAFT BOTTOM Clean Clean Clean Clean Clean Clean
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 3:16 PM 3:18 PM 3:21 PM 3:23 PM 3:28 PM 3:31 PM
PLACEMENT OF CONCRETE COMPLETED 3:18 PM 3:20 PM 3:23 PM 3:27 PM 3:31 PM 3:35 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings I contractor
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) ()()~ ~FELDER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Attn: James Williams Uames.williams@dcccd.edu) l~
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.
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: 9/28/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097110 Page 2 of 4
IDENTIFICATION F-5.5 F-3.6 E-3.7 E.5-4.2 E-4.6 F-2
MARK
SHAFT DIAMETER 18" 18" 18" 18" 18" 18"
PLAN/ACTUAL 18" 18" 18" 18" 18" 18"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION' 98.65' 98,70' 98.62' 98.65' 98.73' 98.70'
DEPTH TO BEARING STRATUM 9.17' 8.25' 10.25' 8.25' 10.08' 9.67'
UNDER REAM DIAMETER 54" I 54" 54" I 54" 54" I 54" 54" I 54" 54" I 54" 54" I 54"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.58' 14.50' 14.67' 14.75' 14.67' 14.58'
DESCRIPTION OF BEARING STRATUM Tan clay Tan clay Tan clay T an clay Tan clay Tan clay
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 9:38 AM 8:59 AM 9: 13 AM 9:20 AM 9:26 AM 9:38 AM
TIME DRILLING COMPLETED 9:43 AM 9:13 AM 9: 19 AM 9:26 AM 9:37 AM 9:42AM
REINFORCING STEEL 13.67' 13.25' 13.50' 13.58' 13.17' 13.50'
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
PLACEMENT OF CONCRETE STARTED 3:44 PM 3:49 PM 3:36 PM 3:41 PM 3:32 PM 3:36 PM
PLACEMENT OF CONCRETE COMPLETED 3:49 PM 3:51 PM 3:41 PM 3:44 PM 3:36 PM 3:39 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings I contractor
Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) (1 K~J;ER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Attn: James Williams Oames.williams@dcccd.edu) J&/ /JA. ~
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) j/ 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.
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: 9/28/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097110 Page 3 of 4
IDENTIFICATION B-8 E-19 E-18 E-15 E-13 A-6
MARK
SHAFT DIAMETER 18" 24" 24" 24" 24" 24"
PLAN/ACTUAL 18" 24" 24" 24" 24" 24"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION 98.68' 98.77' 98.67' 98.75' 98.75' 98.73'
DEPTH TO BEARING STRATUM 9.50' 10.17' 10.67' 9.42' 9.25' 8.58'
UNDERREAM DIAMETER 54" 1 54" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72" 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.75' 14.25' 14.42' 14.67' 14.50' 14.42'
DESCRIPTION OF BEARING STRATUM Tan clay Tan clay Tan clay Tan clay Tan clay T an clay
STEEL CASING N/A N/A N/A N/A N/A N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within Within Within Within Within Within
Tolerance Tolerance Tolerance Tolerance Tolerance Tolerance
TIME DRILLING STARTED 8:29 AM 9:49 AM 10:01 AM 10:09 AM 10:16 AM 10:25 AM
TIME DRILLING COMPLETED 8:34 AM 9:58 AM 10:09 AM 10:16 AM 10:23 AM 10:33 AM
REINFORCING STEEL 13.25' 13.42' 13.42' 13.58' 13.25' 13.50'
CAGE LENGTH
HORIZONTAL REBAR #4 at #4 at #4 at #4 at #4 at #4 at
QUANTITY I SIZE 12" 12" 12" 12" 12" 12"
VERTICAL REBAR 6 6 6 6 6 6
QUANTITY I SIZE #6 #7 #7 #7 #7 #7
CONDITION OF SHAFT BOTTOM Clean Clean Clean Clean Clean Clean
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 3:57 PM 3:19 PM 3:22 PM 3:26 PM 3:29 PM 3:52 PM
PLACEMENT OF CONCRETE COMPLETED 4:01 PM 3:22 PM 3:26 PM 3:28 PM 3:33 PM 3:55 PM
Remarks: 1 _ Top of shaft elevation obtained from construction drawings 1 contractor
Reports to: Starling Richardson Const.; AUn: Eric Stanaland (eps@starlingrichardson.com)
Starling Richardson Const.; AUn: Andy Munoz (amunoz@starlingrichardson.com) Q K~LDER
DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Attn: James Williams (james.williams@dcccd.edu) v/; 'A~
DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu)
Jacobs; Altn: Andrea Stogner (Andrea.stogner@jacobs.com) /" Joel Peters, P.E.
Jacobs; AUn: Jennifer Blount (Jennifer.blount@jacobs.com)
1- City of Coppell; AUn: Larry Davis
1- City of Coppell; AUn: 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: 9/28/2007 Date: 10/4/2007
Technician: J. Mayo Report No: 097110 Page 4 of 4
IDENTIFICATION A-5
MARK
SHAFT DIAMETER 24"
PLAN/ACTUAL 24"
GROUND SURFACE ELEVATION
TOP OF SHAFT ELEVATION' 98.76'
DEPTH TO BEARING STRATUM 8.75'
UNDERREAM DIAMETER 72" 1 72"
PLAN/ACTUAL
FINAL DEPTH OF SHAFT 14.33'
DESCRIPTION OF BEARING STRATUM Tan clay
STEEL CASING N/A
DIAMETER (IN.) / DEPTH (FT.)
PLUMBNESS VARIATION Within
Tolerance
TIME DRILLING STARTED 10:56 AM
TIME DRILLING COMPLETED 11:03AM
REINFORCING STEEL 10.42'
CAGE LENGTH
HORIZONTAL REBAR #4 at
QUANTITY / SIZE 12"
VERTICAL REBAR 6
QUANTITY / SIZE #7
CONDITION OF SHAFT BOTTOM Clean
BEFORE CONCRETE PLACEMENT
PLACEMENT OF CONCRETE STARTED 3:55 PM
PLACEMENT OF CONCRETE COMPLETED 3:59 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 Canst.; Attn: Andy Munoz (amunoz@starlingrichardson.com) a;~DER
DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu)
DCCCD Bond Office; Attn: James Williams (james.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 chent 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.