ST0502A-LR150126 (2)(; J . GEOTECHNICAL ENGINEERING
ENVIRONMI_NTAL CONSULTING GEE Consultants, Inc.
E I -CONSTRUCTIOi,, MATERIALS TESTING
i L_7_-_
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax 1,2141 352-6972
PIER OBSERVATION REPORT
Report Date: February 4, 2015 Inspection Date
Client: City of Coppell Report No.
Project: Freeport Pkwy,, from Ruby Rd. to Sandy Lake Rd.
Identification: Straight -shaft Piers -bridge stage 2 Project Number
Method of Test: Visual Observation Pqfye.
Pier
Shaft
Size
Depth to
Bearing
Strata
Req'd.
Pent.
4-K
30"
4.1'
10,
4-1,
30"
4.0'
-----
10,
3-D
30"
6.0'
I-.
18.0'
January 26,2015
02
214-144
1 -of I
Actual
Pent,
Total
Depth
Bearing
Material
Casing
Depth
Remarks
10.91
15.4'
Dark Gray Shale
N/A
Plumb, Water, Clean
10.2'
14.2'
Dark Gray Shale
N/A
Plumb, Dry, Clean
24.2'
Dark Gra ShaleI
Plumb, DrL, Clean
CC: Rick Odell <ROdell((_icoppelltx.gov>
Mr. Michael Garza - City ol'Copped, Phone: 972-304-3679; via E-mail: MGarza(ir)coppel1tx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: rriholrries(i7tnpincxom
Mr, Francisco Uryando - CD Builders, Inc,, Phone: 787-688-8207; via E-mail: fltryando(t-)edbuilde�srxo!E
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed
All letiets and reports are for the exclusive ise of Ille client to l%hoin they are addressed and Shall 1101 be reproduced without the full approval of GIT Consultants. Inc. 'rhe use of our name must receive
oul prior willtell approval- Our letters and [ports apply only 10 the saillpiQ tested and of obsciNed and lite not necessarily indicative of the quantities of apparently identical or similar products
G I - GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E i - CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, 'Texas 75229 (214) 352-5433 Fax (.2 14) 352-697
Report Date: February 4, 2015 Inspection Date:
Client: City of Coppell, Report No,
Project: Freeport Pkwy, from Ruby Rd, to Sandy Lake Rd,
Identification: Straight -shaft Piers -bridge stage 2 Project Number:
Method of Test: Visual Observation Page:
January 26,2015
03
214-144
1 of I
cc: Rick Odell <ROdeIl,'a'coppcIltx.g0v,',
Mr, Michael Garza - City ol'Coppet. Phone: 972-304-3679, via E-mail: MGar/a c(coppellt\.-gov
Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-420 ; via E-mail: nilrolnnesa?nlpvlc.colll
Mr. Francisco Liryando - CD FlUilders, Inc,, Phone: 787-688-8207; via E-mail: tltiltitido4i'(,dbLlildersl)r,c()tii
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b
Al I I cucr�5 and reports we for the exclusive use of the client to VNI101 It they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive
out prior written 1p1)lt)Val, Out letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical La anulal products.
Depth to
Shaft
Bearing
Req'd.
Actual
Total
Bearing
Casing
Pier
Size
Strata
Pent.
Pent.
Depth
Material
Depth
Remarks
3-E
30"
6.0'
18,
18.2'
24,2'
Dark Gray Shale
N/A
Clean, Plumb, Small
amount of Water
3-F
1 30"
1 7_`
18,
1 18.11
25.6'
Dark Gray Shale
N/A
Clean, Plumb, Dry
3-G
30"
8.T=18(Y
18.0'
26.3'
Dark GraShale
N/A
Clean, Plumb, Dr
cc: Rick Odell <ROdeIl,'a'coppcIltx.g0v,',
Mr, Michael Garza - City ol'Coppet. Phone: 972-304-3679, via E-mail: MGar/a c(coppellt\.-gov
Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-420 ; via E-mail: nilrolnnesa?nlpvlc.colll
Mr. Francisco Liryando - CD FlUilders, Inc,, Phone: 787-688-8207; via E-mail: tltiltitido4i'(,dbLlildersl)r,c()tii
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b
Al I I cucr�5 and reports we for the exclusive use of the client to VNI101 It they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive
out prior written 1p1)lt)Val, Out letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical La anulal products.
Gi -GEOTECHNICXL ENGINEERING
E i - ENVIRONMENTAL CONSULTING G EF.
El -CONSTRUCT ION MATERIALS TESTING
10046 Monroe Drive 4 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 .
Report Date:
February 4, 2015
Inspection Date:
January 27,2015
Client:
City of Coppell
Report No.
04
Project:
Freeport Pkwy, from Ruby Rd. to Sandy
Lake Rd.
Bearing
Identification:
Straight -shaft Piers -bridge stage 2
Project Number:
214-144
Method of Test:
Visual Observation
Page:
I of I
CC: Rick Odell <ROdellra)coppQIltx.gov>
Mr. Michael Garza - City ol'Coppell, Phone: 972-304-3679,, via 1;-irrail: MGarza,c�coppelh,gov
Mr. Mitch Holmes - league, Na I I & Perkins, PI lot I e: 432-312-4205; % ra F -mai I: mho I tries ti'tn p inc.coni
Mr. Francisco 111yando - Ct) Builders, Inc„ Phone: 787-688-8207; via 11 -mail: tILINandria cdbujLd,ers �rconi
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed
I ,:r;
4e_ -
All letters and reports are foi the CXCIII.SiVC use Of'tl)C ChOlt tO W110111 they are addressed and shall not be reproduced Wallow the full approval of GEF Consultants, Inc, The use of our name must receive
ow prior written approval, Out letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar piodLiCtS,
Depth to
Shaft
Bearing
Req'd.
Actual
Total
Bearing
Casing
Pier
Size
Strata
Pent.
Pent.
Depth
Material
Depth
Remarks
L-G
30"
21.0
10,
10.11
31.1'
Dark Gray Shale
21
Clean, Plumb. Dry
1-11
30"
26,0'
10,
10.2'
36.2'
Dark Gray Shale
24
Clean, Plumb, Dry
I -M
30"
23.1'
10,
10.41
33.5'
Dark Gray Shale
21
Clean, Plumb, Dry
30"
21.0'
10,
2'
23.0'
Dark Gray Shale
21
*Not Completely Penetrated
and no Concrete placed,
Will have to be re -
penetrated on 1/28/15 an
additional 10 feet.
CC: Rick Odell <ROdellra)coppQIltx.gov>
Mr. Michael Garza - City ol'Coppell, Phone: 972-304-3679,, via 1;-irrail: MGarza,c�coppelh,gov
Mr. Mitch Holmes - league, Na I I & Perkins, PI lot I e: 432-312-4205; % ra F -mai I: mho I tries ti'tn p inc.coni
Mr. Francisco 111yando - Ct) Builders, Inc„ Phone: 787-688-8207; via 11 -mail: tILINandria cdbujLd,ers �rconi
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed
I ,:r;
4e_ -
All letters and reports are foi the CXCIII.SiVC use Of'tl)C ChOlt tO W110111 they are addressed and shall not be reproduced Wallow the full approval of GEF Consultants, Inc, The use of our name must receive
ow prior written approval, Out letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar piodLiCtS,
I s GEOTECHNICAL ENGINEERING
I - ENVIRONIMENTAL. CONSULTING
I-CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax {:214) 352-0972
Report Date: February 4, 2015 Inspection Date:
Client: City of Coppell Report No.
Project: Freeport Pkwy, from Ruby Rd. to Sandy Lake Rd.
Identification: Straight -shaft Piers -bridge stage 2 Project Number:
Method of Test: Visual Observation Page:
January 28,2015
05
214-144
loft
Pier
Shaft
Size
Depth to
Bearing
Strata
Req'd.
Pent.
Actual
Pent.
Total
Depth
Bearing
Material
Casing
Depth
Remarks
I -L
30"
21.8'
10'
11.1'
32.1'
Dark Gray Shale
20'
Dry, Clean, Plumb
1 -FI
30"
23.1'
10'
10.2'
33.3'
Dark Gray Shale
19'
Dry, Clean, Plumb
1-1
30"
23.0'
l0'
1 1.2'
24.2'
Dark Grav Shale
1 20'
Dry, Clean, Plumb
CC: l� ick t)dell , ROdell(ei;coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza�iakoppelltx.gov
Mr, Mitch I lolires - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mhohnes�Ptnpinc.eorn
Mr, Francisco Luyando - CD E3uilders, Ine., Phone: 787-688-8207; via E-mail: fluyandor)cdbuilderspr.com
., ,..
" ,Inc. 'TI3Pi: Firm: F-3212 Reviewed bv:
,1
Consultants,
All 1etme and reports are Por the exclusive u.,e of the client to whom they ate add,essed and shall not be ,eproduced without the full apptcoval of c7t13 Consultants, Inc- The use of out name must rece,ve
out p,ior writven approval. Our lette,;s and reports apply only to the sample tested andlor observed and are not necessarily indicame of the quantities of apparently identical or similar products.
G1 -GEOTECHNICAL ENGINEERING
E I - ENVIRONMENTAL CONSULTING
E I CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive It Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: February 4, 2015 Inspection Date: January 29,2015
Client: City of Coppell Report No. 06
Project: Freeport Pkwy, from Ruby Rd. to Sandy Lake Rd.
Identification: Straight -shaft Piers -bridge stage 2 Project Number: 214-144
Method of Test: Visual Observation Page: I of I
Pier
Shaft
Size
Depth to
Bearing
Strata
ReqU
Pent.
Actual
Pent.
Total
Depth
Bearing
Material
Casing
Depth
Remarks
1-1
30"
22.0'
10,
10.11
32.1 '
Dark Gray Shale
20'
Dry, Clean, Plumb
I --K
30"
21.8'
10,
10.2'
32.0'
Dark Gray Shale
20'
Dry, Clean, Plumb
1--G
30"
6.8'
20'
20,2'
27.0'
Dark Gray Shale
N/A
Dry, Clean, Plumb
5 -South
30"
8.01
3
3
11.01
Dark Gray Shale
N/A
Dry, Clean, Plumb*
*�-South
Over
Pier
cc: Rick Odell <ROdellCq)coppeI'jtx.gov>
Mr. Michael Garza -City of Coppell, Phone: 972-304-3679-, via E-mail: MGarzaa coppelltx.gov
Mr. Mitch Holmes - ' Feague, Nall & Perkins, Phone; 432-312-4205; via E-mail: iiilioliiies((i,,tiipiiic,coiii
Mr,Francisw Luyando - CD Builders, hic- Phone: 787-688-8207, via E-mail: El!yando«�cdb!Lld�crsr com
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed
All letters and reports are for the eXCIUMC USC of the Client to WhOlo they are addressed and shall not be reproduced withoutthe full approval of GEE ('011SLAIM111S. 111C, The use ofour name must receive
ow prior written approviil. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of die cluittinties of apparently idetilical or similar products-
• GEOTECHNICAL ENGINEERING
* ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433
Fax (214) 352-6972
Report Date: February 4, 2015 Inspection Date
Client: City of Coppell. Report No.
Project: Freeport Pkwy,, from Ruby Rd. to Sandy Lake Rd.
Identification: Straight -shaft Piers -bridge stage 2 Project Number
Method of rest: Visual Observation page:
January 30,2015
07
214-144
l of l
Pier
Shaft
Size
Depth to
Bearing
Strata
Req'd.
Pent.
Actual
Pent.
Total
Depth
Bearing
Material
Casing
Depth
Remarks
*
30"
8.5�
3.0'
3.0'
11.5'
Dark Gravy Shale
NIA
Clean, Dry, Plumb
2-D
30"
11.0'
20'
20.2'
31.2'
Dark Gray Shale
8
Clean, Dry, Plumb
2-E
30"
8.0
20'
20.2'
282'
Dark Gray Shale
N/A
_ Clean, Dry, Plumb
2-F
30"
8.11
20'
20.1'
28.2'
Dark Gray Shale
N/A
Clean, Dry. Plumb
*
North.
Utilitv
Fly
Over
Pier
CC: Rick Odell <ROdellr«coppelltx.gov=>
Mr. Michael Garza - Cityof Coppell, Phone: 972-304-3679, via E-mail: MGarza /�i1coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4206; via E-mail: mholmes i�tnpinc.cotn
Mr, Francisco Luyando - CD Guilders, Inc., Phone: 787-688-8207; via E-mail: fluvandorWcdbuilderstir.com
GEE Consultants, Inc.
All letter's and reports are 'for the exclusive use of the client to whom they are addressed and shall not be reproduced withour the full approval of GEE Consultants, tne. The use of our name must receive
our prior written approval. Our letter and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.