ST0502A- LR150308(; . GEOTECHNICAL ENGINEERING
E|
| wENVIRONMENTAL CONSULTING
E | -CONSTRUCT10N MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 �214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Client: Cfh/ o[CunDC } Gcncm| Report No: 87
Project Freeport Pkvvv Project No.: 214-144
Identification Reiril'orcing Steel Observation
MxthodofYest Visual Observation
Page I of I
ReSo|a
On pcinxooin�gre|�uyuhuxncdo\thcf�Umw|n�|ncudons
Piers: 2 -D.2 -C,2 -l'
The following discreparcies were noted and called to the attention of Alciandro a representative of CDBUilders.
|. Clean rdbo
2, Use rebar SUpport for vertical bars and spiral
3,For spiral make one turn flat ]" below top ofounoreto
The above discrepancies were corrected as noted.
Technician: CP
oc� Mr. Rick DoU-ChyofCoppcU Via F --Mail: KO Dell|kx.�ov
M,, Michael Garza - City o[CoppcU. phone: 972-2U4-367Y;via E-n.m |: NlOurzu((�.coppc|kx.gov
Mr. Mitch Holmes Tcu-)ou,Nall &Perkins, Phone: 432-3l2420tvia E'mxi|: mho|mcuoympinc.com
Mr. Fmndson[uyundo-CD Builders, Inc., phone: 787-688-8207-, via [-mai|: Uuyundo��odhoi|desprmm
iNICAL ENGINEERING;
VIR()NMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive * Dallas, Texas 75229 * (214) 352-5433 * Fax (214) 352-6972
REINFORCING STETI., I'L CEW NT
Report Date: March 8, 2015 Test Date: February 2, 2015
Client: City of Coppell
Project Freeport llkwy.
Identification Reinforcing Steel Observation
Method of Test Visual Observation
(Jeneral Report No.: 88
Project No.: 214-144
Page l of 1
Results
On Eebruar / 2_20 15. reinforcing steel was observed at the followinz3 locations:
Bridge columns, bent 3, stage 2.
Abutment 4, wing wall 4 - elevation.
The following discrepancies were noted and called to the attention of AIe'andro a representative of CDBuilders.
1. Fix min I turn flat of spiral bottom end of columns.
2. Clean the bottom area.
3, Use rebar support: Tor rebar.
"I°he above discrepancies were corrected as noted.
"Technician: CP
cc. Mr. Rick O Dell- City of Coppell Via E -Mail: R O Dell j�Coppellix.gov
Mr. Michael Garza - City ofCoppell, Phone: 972-304-3679; via ['I -mail: MGarzae(i coppelltx.gov
Mr. Mitch 1-16mes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholines(a),tnpinc.com
Mr. Francisco Luvando - CI) t§uilders, Inc., Phone: 787-688-8207; via E-mail: flu andoriters r
cdbuil,d.coixi
GEE Consultants, Inc. TBPF Firm: F-3212 Reviewed by:
,..,;s and re ports are for the exclusive use of" the diem to whine they are addressed and shall not be reproduced without the full approval of GEE_ C.onsultanis, Inc. 1 ht use of Mw name mast iecene
All Icut.�s� l - -
<,w prior wntlCn approval Our letters and reports apply only to the sarnplc tested and ur obsei ved and are not nacessattly indicative of the quanttpes of apparently identical or snnilar products.
Ia GEOTECHNICAL ENGINEERING
I • ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultan"t,"f
10046 Monroe Drive ,e Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-697.2
REINFORCING STEEL PLACEMENT
Report Date: March 8, 2015 'hest date: February 3, 2015
Client: City of CoppelI General Report No.: 89
Project Freeport Plcwv ProjectNo.: 214-144
Identification Rcinf6reing Steel Observation
Method ofTest Visual Observation
Page 1 of 1
Resnhs
on Fcbruary 3 2015. reinforcing steel was observed at the following locations:
Tie -backs gabian l ,row 3; stage 2.
"File following discrepancies were noted and called to the attention of Ale'andra a representative of CDF3uilders
1. Use rebar support
2. Fix rebar in the middle for end.
The above discrepancies were corrected as noted.
Technician: CP
cc', Mr. Flick 0 Dell- Cite ofCoppell Via F -Mail: R 0 Dell «CoppC lltx.t_)ov
Mr, Michael C.,arza - Cite ofCoppell, Phone: 972-304-3679. via E-mail: MGarza(�vcoppelltx.gov
Mr, Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205 via Fu -marl mholmes@tnpinc.com
Mr. Francisco I,uyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: flu yandocdbuilderspr.corn
GEE Consultants, Inc.
TRPE Firm: F-3212 Reviewed by:�"
client to "horn the ate addressed and shall not be reproduced �rithout the fS.dl apptoo�al h uaI Consultants Inc. l e ticalOor snnil01 lv1JOliSt 1roductsccrve
flees and reports arc t'w- the exulusi� c use 01 tile Y
tmt prior winten appt'oval Our Ietiets and reports apply only t6 the szutple tested and of obimed and are not necessarily mdtcaUse of the quannnes orapparently identical r
I* GEOTECHNICAL ENGINEERING
I # ENVIRONMENTAL CONSULTING
s
• CONSTRUCTION MATERIALS TESTING::,
GEE Consultants, Inc.
101046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
i -11r • . r r
Report Date;
Glarc�i3 20 [[ __ __--
- inspection Date: —
-_ February O4, -2O-1-5 " --
Client:
City of C:oppelI,
Report No.
10
Project:
Freeport Pkwy
20'
20'
Identification:
Straight -Shaft Tieback
Project Number:
214-144
Method of Test:
Visual Observation
Page:
I of t
Tie-
E3ack #
Shaft
Size
Depth to
Bearing
Strata
Req'd.
Pent.
Actual
Pent.
Total
Depth
Bearing
Material
Casin-
Remarks
Depth
GI -2-F
6"
20'
20'
20'
20'
Dark gra shale
N/A
G1 -2-G
6"
20'
20'
20'
20'
Dark gray shale
N/A
-1
6"
20'
20'
20'
20'
Dark gra y shale
N/A
2-1
LG
6"
20'5"
20'
20'5"
20'5
Dark gra shale
N/A
�1-17
2-,I
6"
19'8"
20'
19'8"
19'8"
Dark gra > shale
N/A
PALLJr •
:rotes: Gabion d, Ro\i 1 Stage 2
cc: Mr. Rick 0 Dell- City oii Coppell Via E -Mail: R O Dell(c Coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGaria(ttcoppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E -snail: mholmes ct tnpinc.corn
NIr. Francisco L,uyando - CD Builders, Inc.. Phone: 787-688-8207: via E-mail: fluyarndo cr cdbuilderspr.corn
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed by:
our pnoi written appyal_ our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative 01,010 quantities orapparent1% identical or similar products_
I • GEt9TECHNIC:AL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I • C_0 'STRUCTI(^)N MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive + Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PL,ACEMFIN"
Report Date: March 8, 2015 Test Date: February 5, 2015
Client: City of Coppell General Report No.: 90
Project Freeport Pkwy Project No.: 214-144
identification Reinforcing Steel Observation
Method of Test Visual Observation
Page l of 1
Results
on February 5, 101 s reinforcing steel was observed at the following locations:
Abutment 1; Stage 2 and wing wall.
The following discrepancies were noted and called to the attention of Alejandro„ a representative of CDBuilders.
1. Supplemented 2 bar 1/6 in the end.
2. Clean pieces of wood out from the bottorn.
The above discrepancies were corrected as noted.
Technician: CP
QC, Mr. Rick 0 Dcll- City ofCoppell Via 1�-Mail: R O Dell c Coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-.3679, via F -mail, MGarzar�i)coppelltx.gov
Mr. Mitch flolmcs -'Teague, ]*loll & Perkins, Phone: 432-3 12-4205via E-mail: tnholmes(�;tnpine.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via F -mail fluyando a,edbuilderspr.com
GEE; Consultants, Inc. THPE Firm: F-3212 Reviewed by:
'x "I",C uic 11,711rthe eliea! to 1ah1111, are addle+sed and 111,11, not be leprothiaed without tile r�a
e hill appul of Cil [ Conxdtantti I x l h o� ow urmc mutt ic�.ene
Alileuls lotrzprntaare t
out Pilot ts�ntten appro thea
,al Cour lentis and reports only to the sanq>Ie tested and or ol'tseised and arc 1101 nea'ssatih indicative of the quanhus of apparently idunlixai Ill snndai products.
C; I . GEOTECHNICAL ENGINEERING
ENVIRONMENTALCONSULTING
E I -CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
PIER OBSERVATION REPORT
Report Date. �1Gfarc�J, �T�______ __� Inspection Date: Te�irUary lam, �.
Client: City of Coppel I Report No. I
Pro.ject: Freeport Pkwy
Identification: Strai ght- Shaft Tieback Project Number:
:, Pai4e: I of I
Method ofTest: Visual Observation
Notes:
cc Mr. Rick 0 Dell- City of COPPell Via E --Mail: R 0
Mr, Michael Garza - City Of COPPCII, Phone: 972-304-3679; via E-mail: MGarza(Pt coppelltx.-(-Iov
Mr, Mitch I loh-nes - Teague, Nall & Perkins, Phone: 432-312-4205, via E-mail: inholnics((�Jnpitic.corn
Mr. Francisco LLIyando - CD Builders, Inc., Phone: 787-688-8207-, via E-mail: fluyando jc
,cd bu i Iderspr. coin
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed by:
f, I I IQ quantities infaPpa 10 Id N identical I i)i sill' i I at pros tic is
our prior Written approval. Out letters and reports apply , only tothe Sample tested and/or observed and are not necessar, I v indicative 0
Bearing
Material I I
Casing
Depth
Remarks
Pieri�
'1
Shaft
Size
Depth to
Bearing
Strata
Rcqd.
pent.
Actual
Peru,
J otal
Depth
4-44'
6"
201
20'
20'
20'
Light brown sandy
clav
N/A
Dry, Clean
4-441
6"
10,
2
20'
20'
20'
Light brown sandy
clay
N/A
Dry, Clean
'ry" C
4-4-11
6"
201
20'
20'
?0,
-
Light brown sandy
clay
N/A
Clear
le
Dry, Clean
4-4-1
6"
201
20'
20'
20'
Light brown sandy
ck
N/A
l call
Clean
Dry, Clean
Dry,
MD
—6
20'
'20'
— 20'
20'
20'
2
20'
j j2
20'
20'
1 20'
-)0,
-
20'
20'
—
20'
20'
-)0.
20'
Dark ra shale
Dark ra shale
Dark ra shale
1 Dark gra shale
N/A
N/A -_
N/A
N/A
Dry. (,'lean
C I Clean
D Clean
Dry, Clean -----------
CI
D can
D!j,_CIean
lean
Dry, C can
4-4-J
"
4-4-K
6 "
4-4-L
6"
4-4-M
W,
Notes:
cc Mr. Rick 0 Dell- City of COPPell Via E --Mail: R 0
Mr, Michael Garza - City Of COPPCII, Phone: 972-304-3679; via E-mail: MGarza(Pt coppelltx.-(-Iov
Mr, Mitch I loh-nes - Teague, Nall & Perkins, Phone: 432-312-4205, via E-mail: inholnics((�Jnpitic.corn
Mr. Francisco LLIyando - CD Builders, Inc., Phone: 787-688-8207-, via E-mail: fluyando jc
,cd bu i Iderspr. coin
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed by:
f, I I IQ quantities infaPpa 10 Id N identical I i)i sill' i I at pros tic is
our prior Written approval. Out letters and reports apply , only tothe Sample tested and/or observed and are not necessar, I v indicative 0
|N|[ALEN(JNWEERIN(3
# CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLACEMEN'r
Report Date: March 5,70l5
Client: City of Coppell
ProjJect Freeport Pkwy
Wcmi6cmkm Reinforcing Steel Observation
Test Date: February 10, 201-5
General Report wn:q4
ProJect NO.: 214-144
,Method ofTest \/inVo O�acrv8dun
^~^ Page I0fl
On reinforcing steel was observed n1the following locations:
Tiebacks -6ubiun4; row 4; stage 2.
The following discrepancies were noted and called Nthe attention ofJose u representative of
1. Use four supports for each rehar.
2, Clean rr6arofclay.
The above discrepancies were corrected as noted.
Technician: CP
p«: Mr. Rick ODell- City ofCoppcUVia E-Mai|:KO |kx.gov
M, Michael Garza ' City ofCoppdi` Phone: 972-304'367p;via E-mui\:KGarzu((?icnppo|hx
-g�1uv
M: Mitch Holmes -Tcuguc Nall ~ Perkins. Phone: 432-3|2~42U5;via [-mui|:mho|mos6ol mpin
o-oom
i\dorqx
�omMr. Francisco Luyun4oCuK i|uxm.Inc.,uPhone: 787'68X4O07-,v�C+noU:Uuyan_
~_^
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: , . j��,
11 orse of -tire Client to os lorla drey ate addressed and shill olot be leplOdUCCLI IIIII(Alt tile
()Ill. jeltels arid lepoiis apply Only to tile sample tested and/oll ot)smed and are not riecessanh ordicatm of' the quaritities of appareritl% identical 11 �ilallal pioduc s
Out plim %�rilterl approval.
I * GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
1
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLAC✓I MI NT
Deport Date: March S, 2015 Test nate: February 10, 2015
Client: City of Coppell General Report No.: 93
Project Freeport Pkwy Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation
Page 1 of 1
Results
on 1' ebruary l0. 2015 reinforcing steel was observed at the following locations:
Columns 2-E; 2-I Fly over utility S and N
Inlet STA 15 � 00 bottom and wall
The following discrepancies were noted and called to the attention of Ale'a�'o a representative of CD[3uildcrs.
Columns:
I. Clean the bottom of the columns
Inlets:
1. Supplemented with rebar around hole pipe.
2. Use chairs on rebar.
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick 0 t:)ell- City of Coppell Via E -Mail: R O Dell(r)Coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza(�,coppelltx.gov
Mr. Mitch Holmes - T'eague, Nalt & Perkins, Phone: 432-312-4205 via E-mail: mholrnes(c�tnpinc.com
Mr. Francisco Euyando - CD Builders, Inc., Phone: 787-688-8207, via E-mail fluNando c cdbtfilderspr,com
GEF Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
utters and reports are for the cryu.
I sive use of the client to whom they are addressed and shall not tie reproduced without the ftdl approval of (Ift (ellsultants eptly ulenneal oro,nmlar products
our prior wr rtten approval. our letters and reports apply only to the sample tested andtor obsened and are not nece5saril} indicative of the quanlrties of app
I -GEOTECHNICAL ENGINEERING
* ENVIRONMENTAL CONSULTING
E I -CONSTRUCTION MATERIALS TESTING
"EE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL, PLACEMENT
Report Date: March 5, 2015 Test gate: February 9, 2015
Client: City of Coppcll
Project Freeport Pkwy
Identification Rcinl'orcing Steel Observation
Method of Test V .sual Observation
General Report No.: 92
Project No.: 214-144
Page 1 o IF 1
Results
On February 9, 2015. reinforcing steel was observed at the following locations:
Abutment 1; stage 2-elcvation.
Columns 2D; 2G
The following discrepancies were noted and called to the attention of Alefandro a representative of CDBuilders.
1. Use rebar support between rebar and forms.
2. Clean the bottom area.
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Rick O Dell- City of Coppell Via 1✓, -Mail: R O Dell(a.Coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza(c�eoppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes�)tnpinc.com
Mr. Francisco Luyando - CD Fluilders, Inc., Phone: 787-688-8207; via E-mail: fluyandoC(cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: - '
All letters and repoits me for the exclusive use of the client to whom they are addiessed and shall not be ieptoduced without the full approval of Old, Cnsaltants. Inc. The use of our name must receive
our p im limen approval Our ]cite s and reports apply onk to the sample tested and'or observed and are not necessai ily indicative of the quantities of apparently identical or similar products-
• C;EOTECHNPC'AL ENGINEERING
• ENVIRONMENTAL CONSULTING
E 1 + (--ONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING 'STEEL PLACWENT
Report Date: Match 8, 2015 Test mate: February 6, 20115
Client: City of CoppelI General Report No.: 91
Project Freeport Pkwy Project No.: 214-144
Identification Reinfi-rcing Steel Observation
Method of Test Visual Observation
Page 1 of l
Results
On February 6,20 15 reinforcing steel was observed at the following locations:
'hie -Back (G-2) side of the bridge
Abutment stage 2 and wing wall
There were no discrepancies.
Technician: RA
cc: Mr. Rick O Dell City of Coppell Via E -Mail: R O Dell(WOppelltx.gov
Mr. Michael Garza - City ofCoppell, Phone: 972-304-3679; via E-mail: MGarza((Tcoppelltx.gov
Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mhoimes(a)tnpinc.com
Mr. Francisco Iluyando - CD Builders. Inc., Phone: 787-688-8207; via E-mail: ALIyandoncdbuilderspr.com
GEE Consultants, Inc. TBP>u Firm: F-3212 Reviewed by:
VII Iettcis and reports ail lot till 'I'll""e u c of the chem t�
c hum the ate addie,sed and shall not he tepjodueed tsrthoW the Iull appio,al of (,t ( Consultants. Inc I he uu of a name nurst 'CQ el%e
our phot wnllen approval (An leuc,s end repoiis applq onh 10 the sample tested and or obse"Cd and are not oecessai il% indwame of the gttanuues of apparently idem eal of sumlai lnoduct,
(; I . GEOTECHNICAL ENGINEERI"JG
E I - ENVIRONMENTAL CONSULTING
E I -cONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: March 11, 2015 Date Concrete lllacc& Jal`)Uary 20, 2015 Standard 6",\12" (Ondeps
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
pro ' ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No., 120
Contractor CD Builders Inc. project No,: 214-0144
Concrete Supplier and Plant: Argos 9111
Location of placement: Pavement bike trail
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (i,bs,/CuYd)
Mix Number: 1273
Cement:
F1\ Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water: 0
Time Sample Batched:
Time Sampled:
Sample Location:
8:33 AM
10:45 AM
STA 24-80 to 24+90
STA 21+20 to 2 1 -� 30
STA 19, 40 to 19+50
Truck // Ticket No:
5038 /1557109
'Temperature:
Date
I ested
Ambient Range:
48 'F
Concrete Range:
58 OF
Slump Range (inches):
5.0
Weather Conditions:
Partly Cloudy
Time Started:
8:00 AM
Time Completed:
10:45 AM
Sample Air Content
5.0
Total Cubic Yards Placed:
8
Reouired Strength (Lbs./sci.in.):
3600
Specimen
Number
Measured
Slump (in,)
Age
(Days)
Date
I ested
l'otal Load
(Lbs')
Compressive Strength
(Lbs./SclAn.)
Remarks
FPP 477
7
1/27/15
156,140
5,520
FPP 478
28
21/17/ t5
165,880
5,870
5.0
FPP 479
28
2/17/15
168,780
5,970
FPP 480
1-1
Hold
I
I
Test Methods Utili/'ed
Fracture Regular
(Minders Made Hv CP
ASTM C-31, C-39. C-143
(t in less Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-104-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679.- via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes(a)tnpinc.com
Mr. Francisco LUyando - CD Builders, Inc., Phone: 787-688-8207, via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and iepons are Car the exctumNe use of the client to wh0111 they are addressed and shall not be reproduced without the toll aplaoa] of' GET C'onsult'ants, Inc. rhe use of our name Inust
leceiw our Prior wlittell apploNaL Our letters and reports apply only to the sample tested alldor observed and are not necessarily indicatne of the quantities of apparently identical or sinulai products.
G | -GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E | -CONSTRUCTION MATERIALS TESTING
GEE Consultan*c Inc.
"f
10046 Monroe Drive Dadas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REPORT OFCONCRETE MIX OBSERVATION
Report Date: March 11, 2015 Date Cortercte Placed. January 23, 2015 Standard 6"xl2" Cylinders
c|ielu City of Coppell Cylinder cmos-swmn |xreu:zx,z7svomu|no»es
Protect [oopou Pk*yrrom Ruby Rd. W Sandy Lake Rd. Concrete Report No.: 122
c^n/momc CD Builders Inc. Project No. - 2|4-O}44
Cvncmosupnx*and Plant: Ar -os 4111
Location ofllla�'.cnicnt, Piers bridge stage 2
Source SSD Batch\�s
���������� . OBSERVATION DATA
Description (LbaACuYd)
`
K4ixNumbcc 1083
Time Sample Batched:
9:44 PM
Cement:
'Time Bonp|cd:
10:30 P&4
Fh&dz
3ump|uLocukm:
Piers: 4 -k4 -L
Coarse AggruQmtc:
liuck/Ticket No:
6011 /1558828
Intermediate Aggregate: �
� Tunpcmtuo�
FPP 486
Fine Aggregate:
AmhicmRanoc� �
51 OF
159,360
Concrete Ranoe:
62°F
Admixtures:
Slump Range (inchco):
4{)
|
Weather Conditions:
Mostly Cloudy
2
Time Started:
7:30 AM
Added Water: 0
Time Completed:
5:30 PM
5,790
Sample Air Content
44
Total Cubic Yards Placed:
28
kcouiudStronLyth(Lbs.6o.in]:
3600
Specimen
Number
MC,iWred
slurnp (ill)
Age
(Days)
Date
Tested
l'otal Load
(l.bs.)
(',)in press i Nic Strength
(Lbs./Sq.ln.)
Remarks
FPP 486
28
2/20/15
159,360
5,640
4.0
FPP 487
28
2/201/15
163,620
5,790
1'est Methods Utilized
I"racture RCOUlar
CP
(Minders, Made ffi:
Remarks and/or Distribatiow- None
cc: Mr. Larry Davis - City ofCoppcU. Phone: 972-304-3684; via Fax: 972-304-3570
K4r. Michael Garzo- City ofCopprU, Phone: 972-304-3679; via E-mail: hx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-3!2-42O5, via E-mail: mho|mcs((�tnpinc.com
Mr. Francisco Luymndo-CD Builders, Inc., Phone: 787-688-8207� vio[-rnui|: Ouvnndo((-�xdhuiNenprcom
`
GEE Consultants, Inc.
TBPE Firm: F-3212
Reviewed
Iffil - GEOTECHNICAL ENGINEERING
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E I# C'ONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
«vpo«oum:
Client:
wojcor
Conoxomc
Conu�mSupplixand Plant:
Location of, Placement:
March |i20|5 Date Concrete Placed: January 2i20|5 Standard a"x|r^cOmuos
City ofCoppd| Cylinder Cross-sectional Area: a8,/7Square Inches
Freeport Pkwy Rnm Ruby Rd. /oSandy Lake Rd. Concrete xupmwv.: |2|
CD Builders Inc. r"iuotwo.:2|4-0\44
Argos #|08
Yiom
MATERIALS
Sou
Source
SSD Batch . OBSERVATION DATA
Cornpressive Strength
(Ibs./Sq.lnj
Remarks
Description
bo/Cd
40
Mix Number:
1083
Time Sample Batched:
4:19 PM
C*mult:
Time Sampled:
5:40 PM
PhAsh:
4960
Smnp|uLucahm:
4-P;4-3;441;4]�8u-c2
Coarse Aggregate:
Truck /'Ticket No:
6011 /1558828
Intermediate Aggregate:
Temperature:
H
Hold
Ambient c Xun�
59"P
Fine Aggregate:
�
Test Methods Utilized
Concrete Range:
60 OF
Admixtures:
(Unless Noted Otherwise)
Slump Runge (inches):
475
/
Weather Conditions:
Mostly Cloudy
2
Time Started:
8:00 AM
Added 'Kxter
O
Time Completed:
6:45 P
Sample An- Content
4.8
Total Cubic Yards Placed:
N
x,voired �,l,cnwh0in]-
3600
specillion
Number
McaSUred
S11.1111P (ill.)
Age
(Days)
Date
Vested
Total Load
(I'hs.)
Cornpressive Strength
(Ibs./Sq.lnj
Remarks
FPP 481
40
3/2/15
143,220
5,070
FPP 482
40
3 712 1/ 15
140,260
4960
4.75
FPP 484
H
Hold
Test Methods Utilized
FractUre Regular
C'Minders Made 11\1: CP
ASTM C-3 1, C-39, C- 143
(Unless Noted Otherwise)
Remarks and/or Distril)110011:- None
cc: Mr. inrryDavis - City ofCoppcU, Phone: 972-304-3684-. via Fax: 972-304-3570
Mx Michael Garza - City of(oppoU. Phone: 972-304-3679: via [-muil: MC U1z-gov
Mr. Mitch Holmes TcaguC. Nall & Perkins, Phone: 432-3|2~4205; via F" -nail: nJho|mroCi.Nnpixc.cov
Mr. Francisco Lxyando - CD Builders, Inc., Phone: 787-688-8207� via E-mail: Muyuxdo(�odhui|dorspconn
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed
tINICAL ENGINEERING
# CONSTRUCTION MATERIALS TESTING
GEE Consultan4c, Inc.
taf
------------
10046 Monroe Drive 40 Dallas, Texas 75229 (214) 352-5433 •Fax (22114) 3152-690772
REPORT OF CONCRETE MIX OBSERVATION
Report Date: March 11, 2015 Date Concrete Placed: January 29, 2015 standard 6"x12" Cylinders
Client: City of Coppell
Pro , ject: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Cylinder Cross-sectional Area: 28.27 Square Inches
Contractor CT) Builders Inc. Concrete Report No.: 126
Concrete Supplier and Plant: Argos 4111 Project No.: 2 14-0144
Location of Placcnictit: Piers
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate
Fine Aggregate:
Admixtures:
2
Added Fater:
Source ' I
Description
Specimen
Date
Measured
Numher
7
Slump (in.)
FPP 501
2/26/15
28
FPP 502
14
1 fold
FPP 503
1.5
FPP SO4
Test Methods Utilized
ASTM C-31,
C-39, C-143
Remarks and/or Distribution:- None
1273
SSD Batch Wts,
(l,bS/CLIYd) OBSERVATION DATA
Age
Date
(Days)
Tested
7
2151115
28
2/26/15
28
21/26/15
14
1 fold
Fracture Regular
(Unless Noted
Otherwise
Time Sample Batched:
Time Sampled:
Sample Location:
Truck Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range
�e (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content
Total Cubic Yards Placed:
Requir d Strenrth (Lbs./sq.in.
Total Load
Coiapressive Strength
(Lbs')
(f.bs./Sq.1n.)
113,940
4,030
179,860
6,360
213,280
7,540
Cylinders Made t3\: CP
8:00 AM
8:45 AM
Piers I -J bridge stage
4030 , 1562803
59 "T
60 OF
.3.5
Partly Cloudy
7:30 AM
5:30 PM
3.4
8
3600
Remarks
cc: Mr. Larry Davis - City or Coppell, Phone: 972-304-3684; via Fax: 972-304-3570
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzaC(I)coppelltx.(Iov
Z�
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4"205; via E-mail: inholines Cy.,upinc.corn
Mr. Francisco I-uyando - CD Builders, Inc., Phone: 787-688-8207; via F -mail: tlLIN)ando((�cdbuilderspr.coiii
GEE Consultants, Inc. 'TAPE Firm: F -3212T
Reviewed by:
All Jeltets and reports are fOr the e,,ebl,j, e use of the -eel, to oNbOjthe\ tile addiessed and shtlll n(,A be iepmduced lvithOut tile full appioval of (A-1, Collstift"Ints- 111C, HIC USe Of' OUJ lltllljC ITILISf
le,xlve (qll pliol oNlittell apprmal Our lellel's and reports Ippily 011k to tile ample temcd and Ot )hseived and lue not nece,saijk Olkhctlll�e of the (Illaiiti(tes of apparently identical or similar products