ST0301A-SP100629 (2) JRJ PAVING, LP Submittal
1805 Royal Lane, Ste 107 Transmittal
Dallas, TX 75229
Phone: (214) 466 -8340
Fax: (214) 466-8352
TO: City of Coppell
255 Parkway Blvd Date: 6/29/2010
Coppell, TX 75019 Project # 10112 - Bethel Road II
Submittal # 5
Attn: Keith Marvin
Re: Prestressed Concrete Deck Panel Shop
Drawing Submittals
We are sending you the following: El Attached ❑ Under Separate Cover
Via: ❑ 1st Class Mail II Overnight ❑ Facsimile ❑ Pick -Up /Hand Deliver
6 Prestressed concrete deck panel shop drawings
Remarks: Attatched please find the Prestressed Concrete Deck Panel Shop drawing submittals for Bethel Road.
We need to have the approved submittals to the manufacturer by 7 -8 -2010. Should you have any questions please
do not hesitate to contact our office.
FedEx tracking #: 873163987560
Received By: Date:
Signed:
Title:
Copy to:
❑ Recipient's Copy
❑ Sign & Return
12 File Copy
(281) 437 -5700
(888) FLXICOR
�r X P.O. Box 45004 (281) 437 -8913 Fax
OF Y #StA$ Houston, TX 77245
.
(281) 889 -1709 Cell
s fi .% www.flexicoreoftexas.com jzapata @flexicoretx.com
LETTER OF TRANSMITTAL
June 29, 2010 Job No. 10 -096
Attn: Steve Goodman
To: North Texas Bridge Co., Inc.
9425 CR 423 RE: Project: Bethel & Coppell Road Reconstruction
Anna, TX 75409
Location: City of Coppell, Texas
Engineer: Freese and Nichols
File: 2010
We are sending you ® Attached ® Shop Drawings ❑ Concrete Mix Design ❑
Copies Date No. Pages Description
1 6/29/10 5 Flexicore of Texas Prestressed Concrete Deck Panel Shop Drawings.
These are Transmitted as checked below:
® For Approval ❑ Approved As Submitted ❑ Resubmit Copies for Approval
❑ For Your Use ❑ Approval As Noted ❑ Submit Copies for Distribution
❑ As Requested ❑ Returned For Corrections ❑ Return Corrected Prints
❑ For Review and Comment ❑ Prints Returned After Loan To ❑
Us
Notes: A. After your review and approval, please return one copy of our submittal set for our fabrication and project
record keeping.
Quality Assurance Certification: Flexicore of Texas has been in continuous production of TxDOT precast and
prestressed concrete products since 1986. We have a TxDOT certified manufacturing plant and maintain TxDOT
approved in -house concrete testing laboratory facilities. Our Quality Assurance Department is staffed by PCI and ACI
trained and certified quality assurance personnel. They continuously test all raw materials used, monitor the
manufacturing as well as maintaining and certifying that all the products we manufacture and approve meet and exceed
the project requirements. Typically, we do concrete test breaks for the next day "release of strand" and "7 -day concrete
test breaks" for the 28 -day design breaks. Be assured, we will not ship any concrete products to the job site until all the
project specifications and requirements have been met and the concrete design strength has been reached.
Respectfully transmitted by,
Joe Zapata Copy: File
Prestressed Projects Coordinator
SUMMARY
1 ABUT. BENT 2 2 BENT BENT 3
SPAN l FACE OF _ __ CENTERLINE CENTERLINE _ _ _ __ _ CENTERLINE
3.5A6.5 13 ABUT. BKWL -- - - OF BENT OF BENT - _ -- OF BENT
8S1 2 13
NS --1 2
1 3.5A 85- 85- 3 5A 8S- BS-
SPAN 7 6.5 6.5 ®. 6.5 6.5 . 6.5 �. 6.5 • 6A6.5 10 U ... 856.5 15 - - -_ -_ • ____ • - . -_ •
2 - - - -- - •
65 8 5 �. B 5 6 5 - _ 1111 • 6 5 ill 8S
- NI
N 6S5
SPAN 3
3.5A6.5 10
S 3 _- - 65 65 �. S 65 � ,� 3 1
� � III 5
NS -1 1 2 2 3 SA 8S- SS- 3.SA"
TOTAI ` •
65 6 � ill
4
6565.5 20 - 3 5A 85- 8S- 5 7 I 4 • }._ 8S- j • 8S II
6
6.6.5 10 65 65 65 65 6.5 6 5
856.5 41
NS -1 4 -
5 - •
5
3.5A 85 8S- 3.5A - 8S- 85-
6.5 • 6.5 ® 6.5 6.5 ' U • 6 5® __..
/ ' 1 i -2' -1 1/2" 5' -10 1/2" . - ,
- -
- 5' -2 1/2" 5' -9 1 2' - I
SPAN 1 SPAN 2
3 BENT ABUT. 4
CENTERLINE - FACE OF
OF BENT - - - -- - -- ABUT. BKWL
3.5A 8S- 8S- 3.5A" -
6.5 6.5 ® 6.5 6.5
-- .
_ ._ .. _
3 5 85- 8S- 3.5A"
6.5 6.5 j• 6.5 6.5
._.__
- 3 " -TY. C C.LP 3. 3 5 85- 8S- 3.5A"
6.5 6.5 �. 6.5 6 5
C.I.P. -
_ 7 - 4
T 3 5A 8S- Pli 8S- 3 5A
T 4 P/C PANEL 6.5 6.5 ■_ • 6.5 6.5
P/C PANEL
j - •
FLUSH WITH OUTSIDE -- 3.5A 8S- 85- 3.5A
EDGE L
DGE AF TOP FLANGE 6.5 6.5 ® • 6.5 6.5
-- -- CENTERLINE _-
OF BEAM. TOP CONTRACT
OF BEAMS PLANS FOR BEDDING
STRIP DETAILS. 6 _._ - -. -. __ • - • - - -- -. -
- 2' - 1/2" 8' - 1/2" 1 TOTAL LENGTH OF BEDDING STRIP FOR
TYPICAL CROSS SECTION THIS BRIDGE : 980'
SPAN 3
NOTE BETHEL ROAD BRIDGE
TOTAL PANEL AREA OF THIS PROJECT : 3,185.00 Sq. Ft.
1. ALL DIMENSIONS SHOWN ARE ON A
HORIZONTAL PLANE. BETHEL & COPPELL ROAD DRANK BY:
REVISIONS PROJECT: RECONSTRUCTION JDZ
2. ALL DIMENSIONS SHOWN ARE MEASURED FROM CHECKED BY:
' CENTERLINE OF BENT OR FACE OF ABUTMENT A LOCATION: CITY OF COPPELL TEXAS t�F' OF
BACKWALL OR FACE OF I.T. BENT CAP ♦ jF•.� DATE:
BACKWALL, ALONG CENTERLINE OF BEAM. CONTRACTOR: NORTH TEXAS BRIDGE CO,, INC f €! . ', 11X 6/29/10
FILE NAME:
3. IF BARS U ARE REQUIRED IN C.I.P. SLAB, A CONTROL NUMBER: - P. NUMBER: w> >h sktc t . LAYOUT-1
BARS U MAY NEED TO BE REVISED BY OTHERS. JOB NUMBER: 0 PROJECT NUMBER: - - 10 - 096
PO. BOX 450049 HOUSTON, TEXAS 77245
• DENOTES ERECTION MARK Q ENGINEER: FREESE AND NICHOLS PHONE: 888- 359 -4267 FAX: 281- 437 -8913 PAGE' 1 OF 5
S C H E D U L E O F P A N E L D I M E N S I O N S
IMIEr TOTAL AREA THIS TABLE illill. 51 5.2 S.3 5.4 35 ? 5 6 5.] 5 8 5 9 _ . Sq.F). _.. -- _.1414- _.. _. E -_ - S R. ,.... - - 1414 1414 - __ _1414 -
PANEL wRI< _.- - - __ , L I PANEL MARK TOTAL - AREA THIS TABLE _ - _ - PANEL wRK , - TOTAL AREA THIS TABLE Sq.PI.
1414_ , 1466. 1 T _ _._ -_ 1466 _. _. - 1 __.. L.8 4.9 ' W S
._ .0
N0. REVD _ _ - ' _.. ' - N0. REO'D -. _ _ .. -4.2 _ _ . - 14 _14_ __. _ - _. _ N0. V" - - 1414 _
1 0IN. WIT WV. 2.67 2.77 2.87 - 297 3.07 3 17 ' i I _ 3.27 , 3.37 I 3.47 3.57 MIN. WW7 WIDTH 3.67 3 77 8 ` 3.97. 1 _ 4.07 4.17 a 27 4.37 I 4.47 4.57 MIN. 8867 WIDTH 4.67 4.77 4.87 4 97 5.07 5.17 5 27 5.37 1 5.47 , 5.57 1
W 30 3.1 3.2 33 3.4 35 36 J7 38 3.9 W !.0 a t 43 4 45 16 C7 1
__ _ . - _ _ _ 1 . + .. r _, _- 7 t- '. 1466
S 4 /70K 7
__ - _� 6614 - -_ �
- ___ _ - __
flAR A 7 /� 7 1 � i 7 It__ 1� 8 / 8 1 12-t9-5-4'- .. 8 / 9 0. BAR - 9 11 9 1 � 9 1' 9 0. -10 1 IO a ' � 10 4 r ... 10 a a Ir a. - SAR A ll ,a - 11 1 12 1 1 11 / 11 1 'at 12 - 12 , : 12 i 12 p 13
AREA /PANEL f - (0.50 1065 11.20 1155 11.90 12.25. 1260 11.30 13.65 ARFA/PA II.00 L 1435 14.70 15.05 15.40 15.75 16.10 16.45 ' 17.15 ARFA/P -- , - - 4].50 17.85 18 20 18 18.90 19.25 1960 19.95 ?QJO 20.65 I' r
MARK [ TOTAL AREA THIS TABLE r -- --T T _ - - - q _ 1414 - T � . LE _.. Sq Ft/ -�
�. 1.) - _ ' . PANEL MARK 1
- __ -�... -_ _ _.. -. - - - T T
� _ _, _ - _ -1 -_- 3546 T 435.00 S Ft ' . _._ TOTAL 1414 � �..- - _ -_ - -.. i ,I- ,r
PANEL MARK -
20 I No. REORUN L AREA - THIS TABLE No REDO _ ..
1414 S Ft ' TOTAL AREA THIS TABLE - - --
NO REO"D
1414 6.3 - 1414 - -
W 60 fi. I
_.
..± 6. - - -- ...4 ... W 8.0 8.1 9
l 6.9 IV" ' ] 0 7
g2 8.3 8.6 8.7 8
1414 f . l -. 6.87 b47 7.
_ -...} T 5 7
•- -. - _. 7.57 1466.. _
1466_- 1 6.2 3 __ 6.4 6.5 6 67 68 1 72 73 7 8 77 78 7.9 _ : 14.14. _ 1414 +_- 8 8 - NNW MOTH 5.67 S ]] 5.8I 597 6.07 61] 6 2] 6.37 1 6.47 . 6.5] IM IN. wwf WIDTH 6 6] 6 ]7 7..07 ].1] 1 ] 2] ]. }7 ] {] 7.5 MIN WWF Di
YnH ] 6] 7 ]] ].B] 7.97 .07 8,1] 327 8.3] 8 47 1 8.
MIN. 5]
NNW
IL '
I
f _ ".- 6.614 + - - j " . 1414 ' t - - i _ ._ _ _.. 8
}.c 14 -
-
I + _.. 1 1, __ ___ - _- r _ -. r 1414 -
t T 6.666_ 6666- __ _
. _... 22.75 2310 23.804, - _ AREA/PANEL 1466 � 24.85 _ ,.1' - -- _. -. I _.1414_ r__..._ __ �- r _ _ -' _
BAR A 13 13
' a1 13 I 21.70 / . 13 22.05 1 22 0 - - 14 1 14 1 ' i 14 a 14 23.43 a 2
' 14 15 1 B4R A 15 /, 15 15 15 1 25204' 1 25.90 4 16 a 2 16 1 - 26 60 ai 2616 95 *i 07 16 a 27
r 17 1 BAR A 17 a . 17 28.35 a 17 28.70 1 17 29.05 18 18 18 ' 1 18 19
0021 35 e - 29. a 29.75 11 30 3
1 at 1 j 1 '.
AREA /PANEL 21 1 '
1 A4.15 " 24.50 2555 6.25 .30 '1 .65 AREA/PANEL I ' 28.00 40. 0.45 30,80 ' 31.15
1 AREA THIS TABLE - - 1414- 1414- . __ _.- - _ - - 6614 _ _ .
tsq - 1 A REA(sgFt) + -
- 1 14 66.__ _ -
1 Sq Ff TOTAL AREA TH15 TABLE #11.44 Sq Ff. 1
_1468 - • .-. - _ - _..� 1414_- __.
P AR 0. MARK �. TOTAL A PANEL MARK 3.54 U -... _
• SIZE AND SPACING OF CARRYGE PES or VMt
-
_ _ I PROVI A SIZE ARD SPACING OF CAR RYGE
N0. R p AREA
D I._ a55 00 , I ! N0. sues 14 MAx• 1' -e',. . -1 wx 8
1 __
_ MIN. 8' MN. a 'ems NEEDED TO ENSURE PROPER IWIDl1NC OF THE
- . _ �_ _ 9 . _ ! _ W 2TDK 1 WAi wTS _ ABOVE
9.0 9.1 1 'w' 3/a'4
- _17 +_..- 1 92 9.3 _ 9.4 9.5 9.6 9.7 9.8 99 1 147 1- 66 WF W 14 _ _ _ BABU - ; 511W W i * 04882 E 66E�S 3 BAR 06 ABOVE 1/2' 2 UNSTRESSED Two
. - 6614 - ._ >- / 2 �ro• ! z7GK srwwos ABOVE J /B' • z7aK mewos
_ - w o , - 1
_ 1414 - - - - - N 1 a - m DJS • 4 __ J a - '
t - _ -
MIN WWF WIDTH B 67 8 7] 8 87 97 9.07 9 1] 9 20 7 `- 9 20 7 20 21 9 MIN � F WIDTH 1414-- - l - r � � 1414 - 1414- � 3' B'
BAR A 19 -' 19 19 19 20 2D - - 4 -- - '
1414 1 - - 1414 1414 - 1 - 1! - 14.14 -- - _ 6 614- 44 __ _1414 SE B 3
AREA /PANEL • 3150 31.85 32 20 32.55 I 32.90 33 25 3360 33.95 34.30 34.65 AREA/PANEL // 0 SFCTION C SECTION D SECTION E
4 o /NO LAP 3
r -: y- _ y 1-_ , - __ _ _.. _ 1414 1414 _ _
I AREA(Sq.F1.) 1 1 1 1 1' r AREA(59 R 4444 - - . - __._ ...I j_ 1z_ -0.R. IN REQUIRED FOR VAVF
THIS °REV. wx z jT CUR. . z 1 T CLR,
J' e'
i£CT
B' �3 N _ y - CUR . -. CLR. MIN hR .
y _ a
J RO
I r 1 1 1- ■e1 n , , q r r n 41i ,
r . _� � � J•� Ei 9 3 .+
/z SNLYgs _ - STRMDS A , '��. ; k .P! D s TRARDS - k P, -._. 3/8'• S 1414 .-
N BAR OR J / 8'1 N os 0 3/8'4 Z)OK { yn E
TYPCCAI A" BAR f 'i for Reid. us ♦ r .. _,E � t 3 ' I , - d I - STRANDS I I I
_ V • 8'Vt5 _. ry: . 2 0 - ,�1" 1 ' a z ' {`{nn Option • .293 S' - ■� - 7 iiqq S ° 1 1�
8AR A � . YM- INN :MINT .1.R =1 1/2• lo • - ■ ∎�� J . ••
;1 //2;";'L.,1%,1 . t 1 +J ) I I 1 r - ��� A il i_ - 1
T c L T "' PROJECT 3 1. 1414 r � - 'I 1' -0 1,1i
^I g� _. � 2'(11P . ) 47 BAR I-O" -
3 e SPACES a 3 NG TYPICAL ED "1 BAR _ CUSS: OK B ravos 1414--- TYPICAL PLAN OPTION 1 cLONCnuowAL RnNfl OPTION 2n oNCmpwu R067) 1414-- 1414 OPTION 3 cLONCrtuDRUL aoNf1
3/a • 37 et STRAND SPACING �'Fi 4 REWIN P R PANE STRESS TO 18.1 KIPS UCH.
CONCRETE SECTION A RELUSE STRENGTH, _ P4.I. -
(sXOMNG 9182205) 28 WY STRENGTH: _:666L_ p.si.
TOP FINISH:
t 5'�IS' • ERECTION MARK
2'
" I MIN. NNE
/� N! TOTAL PANEL AREA THI5 SHEET I 455.00 64.71. I
1 L. J �j - 1
37,t;,,_ 3 /8 • 5T6AN05 b BETHEL & COPPELL ROAD DRAWN 87:
(YIN) 1 2 REVISIONS P ROJECT: RECONSTRUCTION JDZ
OPTIONAI STRAND FOR U" BAR CHECKED Br:
(4 REQUIRED PER PANEL) ti A LOCATION. CI OF COPPE TEXAS GF
0 ftexicore DATE: 6/29/10
CONTRACTOR: NORTH TEXAS BRIDGE CO., INC. I I 4 FILE NAM •
CONTROL NUMBER: -
P.O. NUMBER. 3.5A6.5
A
PROJECT NUMBER: -
-
ENGINEER: FREESE AND NICHOLS PAS 8150808: P.O. BOX 450049 HOUSTON. TEXAS 77245
0 - 96
J08
A PHONE: 888- 359 -4267 FAX: 281- 437 -8913 2 OF 5
S C H E D U L E O F P A N E L D I M E N S I O N S
T TABLE _- . _ _
TOTAL - AREA _ THIS TABLE _ Sq.Ff. _ - _ -_- - -_. -__ _ Sq.FL 1
PANEL MARK L PANEL MANIC - - - -- PANEL MMK ■ 1
q.
L- '' "- -- 3.0 - - - - - 3 1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 W" 4.0 i, 4 1 ' - "4.2 4.3 44 4.5.. "' 4.6 4.7 4.8 1 , 4.9 - -- - w ' 5.0 -_ 3 1 "52 5.3 5.4 5 5 a 5.6 7 �5.7 5.8 5.9 ~ ,
N0. REp'0 N0. REVD N0. REp I
� -- -_ �___._ + __.._. _ --- µ - - -_' � - -- _- . -_._.. _...__ - -_ - - -- -___ _. - - • _. -- -
,MIN. YAW WIDTH, 2.67 2.77 2.87 2.97 3,07 ` 3.17 I 3.27 , 3.37 3.47 3.57 ,1116. NW WIDTH 3.67 3.77 3.87 397. 4.47 , 4.17 4.27 - 4.37 4.47 4.57 ,MIN. WWT WIDTH 4.67 4.77 4.87 I 4,97 5.07 5.17 I 5.27 5.37 5.47 5.57
•
_ r I _ - _. r� .__ -. . - _ _
BM A 7 .; . so , 19.20.! . ao zo.4a 1 8 i 8 B B 8 9 PANEL _.24.00 24.60 25.20 y 25 80 I 2640 27.00 7 27.60 28 20 t Y$80 T 29.40 ARFA/PONEL�!'SO 00 r 30.60 31' 20 . 31.80 r � 32 40 33.00.1 12 a 34zo
- -.. l e 13
AREA/PANEL leoo le 1- ls I, 21
II : �, t.6o� xz.zorl 22e0 z23.40.7 sq.r1., e< ._. - - I � 'e � - 1 - -_' ' (Sq. �I- I: - _.. � -i _� 3360 4 _ :u I
NM PANEL MA RX - _- I_ _ -_ Sq Ft. PANEL S- Ft :'�
TOTAL AREA THIS CABS E - - S -_ __I REpro�� TOTAL - AiEA THIS TABLE � _ -- - REO'o ' - -
No. REDO ! __. ) 6.6 6.7 fie 6s w 7.0 z1 - -z2 7.3 7.4 Js 76 • 7.7 7.8 7.9 w fi.D B O__ __ .3 THIS TABLE
390 00
_ -, _ - -
1V' 6.0 6.1 8.2 8.3 7 6.4 6.5 _ ' B.6 B.7 8 8 8.9
- . . OT - + 6 _._ Y , 1 IN. WWF WIDTH 6.67 6 77 I ' r l _ 7 j_ - 7 :97 ^ 8.07 8 17 ' 8.271 8.37 I -
MIN WWF VBDTH 5.67 5.77 5.87 5.97 6.07 6.17 6.27 6.3] 6.4] 6.57 6.87 b97 ].O7 7.17 727 7.37 ].4] ].5] MIN. Mr WIDTH ]6] )]] ].8 5.47 8.57
i t -._- 1._ -_ _.. T - t _ __.
BM 4 13 _ - 13 13 13 14 I 14 14 14 I - 14 15 BMA 15 1 . 15 ' 15 - -- 15 , 16 • 16 ' i 16 16 16 17 L -- BAR* 12 , 17 , 17 171 18 18 18 4 15 18 19
. __ + -- - - - 0 r NE - -- 80 I -- . 49 _e ei - . 1 e 49.20.,
0om . 4041 1 0 L 2-0.;."-52130.' e
-'. 45 60 46.20 > 4fi.80 4].40 AREA/PANEL 48 W /8 60 a 49.20 m 49 BO 50 51.00 . 51 60 . 52.
ARFKS9.61) 390.00 1 b' e � I
q8 4 11.40 ITO A R EA 0. TXI5 TABL
1
AREA/PANEL 3600 36 Be 37.20 37 80 38.40 39 00 39 fi0 40.20 4260 43.20 43.80 I .. �� Ft) , - - I
14. 4 . it I
_. - _ t t No. REa'D - - -- -' _ _
PANEL MARK AREA TH TABLE - __ P ANEL WORK 6A O sq Ft 1
TOTAL _ 11 E SPACING
2X ES EES i Of su�vRavcAR(S 40
1 c o I � _ _ -. - _ - - - -. -
I 'W o•D 9 D - T _ 9 1 9.2 , 9.3 9.4 9 5 9 6 9.7 9.8 _ 9.9 W _ /i _ _ - -.y ry 6*0 b r . \ J e'r x904 " • 27 STRANDS
IN. b' ,NN, wTS. C .S ANDS r x]ac SI RMDS A BOVE J /e• r vDll STRMIDS
MIN. WWF WIOT 86 8.77 Y 8 647 9,p]_ 91J 9.2] 9J] - 94] } 9.5] + MIN. WWF 4401N - - -- _ -_ _ - - -- N " _ e" 9 / ,. -_ 3 . 0 T IED ABOVE 1 10 0 r /4 " 5 2704 5 UNSTtE55ED TIED w --
j -', - 112 CHAMFER OPTIONAL T I I I m D).5 O 4"'' 8 - I- _ _ - 8' -
B
19 19 _ I _20 _ _ -.. _._... t4.. Y' I 4 _t
M A 19 19 20 20 , 20 20 20 _I
- aux A - -_ - - § 6 O - - --
P - . 1 0 - . el - . e 21 A S ECTION C SECTION 0 SFSTION F
- - --- - SECTION 8 -
AREA/PANEL 34.00.54.60 55 20 S5 80 56.40 57 00 5] 60 58.20 58 80 59.40 AREA/PANEL // // p NO W SPLICE
r _.. - _ -_' 1 _.- • - -. 1 ry 3 740001 f 3• WN-I R I I r_ _ GLR I CL. 1 AREA ( s9.F1) - AREA(9A.FL) 1449 <, r _ _T „ 1416 141164,,y L - -- - r L i
b -0 - _ 2 / C L R. MAX 2 x CLR 2 x CIR
2781
B M l# i i i 3 /e•• 27. 27. - i `. . i�5 g )( . 0 - - # - a/e•r POK -- l g
TYPICAL "A" 1,023-. S EAR S �I Fo. gl 001 • PI I I c 1∎ 8 0006045 0� 4 s , 1 9 c � D - 3 /8 STRANDS f E s TRMDS S STRANDS ���� 6
,�`
+ Mbi.l N./x
Option I.x or 3 'I
/2 S A� - /672P. ( - _ PROJECT J• 1 L ", I' -0
eBAR � -2'.798167. a _ a z
N
, 1 • 1 �� _ T - I --
3 1 a ACES r e- ^6 z 93 BAR _I -D 1
3/59; z70K 01 6 SPA°. 'Bl TYP LI" RARI� _12 3 /6•r 27.N 01 ANDS .I TYPICAL PLA OPTION 1 (LaNCrtoawu RnHF1 OPTION 9 11*60 UaNU REwr, - -- OPTION 3 (ION +059111 Rawl
(4 R PER PA STRESS LO 16.1 665 EADN.
CONCRETE CUSS: ,
SECTION A RELEASE STREWN _.4009_ P
(SHOWING STRANDS)
28 DAY STRENGM _.0799_ P r +.
TOP 0606 : _
•ERECT. MARK
x'_15• -- M l'6.- 15•�IS• Z• _
MIN iII
w1 TOTAL PANEL AREA THIS SHEET I 390.00 6q.Ft
3 /e• r 5T m b
r MI P ROJECT: B ETHEL & C OPPELL ROAD DRAWN BY:
N, REVISIONS
OPTIONAL STRAND FOR "U" RAR r ol l �pZ
RECONSTRUCTION CHECKED BY:
(4 REWIRED PER PANEL) LOCATION: CITY OF COPPELL, TEXAS ��� jjj iW \. GF
DATE:
A CONTRACTOR: NORTH TEXAS BRIDGE CO., INC.
� . FILE N AME S /'O
CONTROL NUMBER: - P.O. NUMBER : CONC.Tt� . 6A6.5
A PROJECT NUMBER: - JOB NUMBER:
ENGINEER: FREESE AND NICHOLS P.O. BOX 450049 HOUSTON, TEXAS 77245 10 -096
A PAG : 3 888 -359 -4267 FAX: 281- 437 -8913 3 OF 5
S C H E D U L E O F P A N E L D I M E N S I O N S
TOTAL AREA THIS TABLE Sq.Ft - -' TOTAL AREA THIS TABLE Sq.Ft. TOTAL AREA THIS TABLE Sq.Ft , -
PANEL MARK y µ r PANEL MARK - PANEL MARK
NO. 8E0'0 _ - _. 1 - ' - ` NO REO'D �.... , : N0. REG'D - :
1 ^ W" 3.0 3.1 3.2 3.3 3.4 35 " 36 3.7 f 3.8 3.9 W 4.0 at - 4.2 4.3 4.4 4.5 4.6 1 4.7 4.8 4.9 : W 5.0 51 ' 5.2_.. 5.3 5.4 55 F 56 5.7 5.8 ' 5.9
MIN. WWF WIDTH: 267 2.77 2.87 297 3.07 - 3.17 3.27 537 347 3.57 11/161. WMF 811) 3.67 I 3.77 3.87 397 4.57 4.17 4.27 4.37 • 4.47 4.57 MIN. WWF WIDTH 4.67 4.77 4.87 497 5.07 • 5.17 5.27 • 5.37 1 5.47 5.57
, I
_ --
MEA /PANEL r 2400 2626.40 : 27. 20128.0012880 29. 60 "30.40 131.20 ARE8/P705L X00 32.80 33.60 3440 35.20 37 3440 39.20 AREA/PANEL - 1 1000 40.80 / 41.60 42.40 43.20 4400 45.60 *( - 44.40 * x , 47.20 1 1
f 1 I TOTAL AREA ( THIS TABLE . 2 032.00 Sq.Ft - TOTAL AREA THIS TABLE __ __ _ Sq Ft PANEL L A 1 1 \�'I
<.. - ROTA
rt. __ _ _ 8565 PANEL 14A2< _ . 1, .. _._. _ i ` .:. _._._ AREA - THIS TABLE T � -
PANEL MARK
N0. RE0'0 1 41 , I N0. RE0'0 0 REO'D 1 ''.
-h - -I. 0 0 - } --
_ _.- - + -_. - -__ _-
1r 6
-- -- 69
0 6 1 6 2 63 6.! 6.5 6 6 6.] 6 8 6.9 W 7 0 7 1 7.2 ] J ].4 ] 5 7 8 ].] ] 8 7 W 8.0 + 8 1 4.2 8.3 8.4 85 8 8 8 BB 8.9
j 667 6.77 6.87 • 697 7.07 7.17 ' 7.27 737 747 7.57 IN wwF wIDTH 7.67 777 7.87 7197 8,07 8.17 627 .57 I
[MIN *WE 61001 567 • 577 - 5B] 5.97 6.07 6.17 627 637 • 647] 6.57 MIN. WNW 7010TH: .. . . . _ I 8.37 8.47 8
_ _ - - -�
__- _r- t - -.- _ _ . __.. .. - _ -._ - - -. _ -1 - I -_ " _..__.
1_ 1 1 / * _ 4 1 I / 48 80 -r 4 _ 0 L T r tl ` - - - - 11 - /' ..__ 1 / - -__ / / , 60.80 61.60 6240 6 AR PANEL 84.00 6480 65.60 68.40 : 67.20 68.00 6 8.60 6 9.60 40 71.20
i'- _ > 1 1 / T 1 9� / / �. _ �- _� �-_ {1111 • 1 � AREA/PANEL ' �� - TOTAL AREA � THIS 2,132.001
TAB00 s2 8o s36o I q4o 1 55.20 708 .51) - S i AeLE - ts,6zsss 59. 19. � �� 59.20 6000 _ __ - / / 1 4058(69 Ft) / 4 4 1
PANEL MARK 1 _ 1 PANEL MARK 8541./
• 512E AND U
- - - _ - _ -f - - . - _ - D E Q ATE 81 CA 10 5 WIRES WY VIM'.
f -_ D A4AC 6 • PROSE NEEDED TO ENSURE PROPER HANDLING 812E Arv0 SPACING OF canatADE
09
NO REO D THE
' x ND. REQ'D TIMES NE
290' _4 . ED G a D
_- -- �r _ T - - 9. - - - _ 9 _ - . - ___.- 1/2' DAR _ YIN. 6 • ~ we. 6��1 *WE MATS. ACT .. -2T WIRES
t 9 8 99 W 5 1 ' " u l 6 /
WI 19 ARS n ABOVE 1 2' • /8 " 517005 UNSTRESSED TIED
MIN N1VF WIDTH 857 8.]J 8.87 892 9.07 0.17 9.27 9.37 9 47 • 9.57 MIN. *WE WIDTH 5.63 ` ° w . 2Hx( SIRAVDS ABOVE 3/8 . 4 2)d( SIPA NDS
^N" 9.0 9.1 9.2 l 9.3 9.4 95 96 9.7
. wwE MAr TIED IsovT
Ot
; - - -- t .. _ r - Vz " clwrER aPr1oNA < I
W s
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AREA/ PANEL 7200 7 280 7360 7440 75.20 7600 76 8 0 11 77 60 7840 79.201 AREA/PANEL 47 67 1 - _- _ s c 4 NO ON C SECTION D SECTION E
- SFf,T10N @ M _...• SECT : LAP sP
3
Ft ) 1 1 1 / 1 1 A ts
) i ,azs 3s 3 - PROJECT 3 a f � : -11 -. 0� c 1.4 , - -I- c -
_ J z _ u+ . u4x z z nn
e' 0 W MI% 2 1 2 CLR CURLED WM
ARFA(sq
_ - -- + IN THIS oueECiaN r MAX_1 -1- - -t- - -- I 1
1 l == 7 3
$ 1RANpS R o) . evA , o __ - _ -. 3 /6•r 2701 -- R m 1 W
3 ev 270 s 0 3 3/6 2706 L 3
'PI __ W A P : L_ SrP... . 5 W )» I L _ STRAWS .
PRr Lo Wtw lwl • '<: _�. ? 11tltl F `
NJ' EARS ' -3 � MIN = A1 /2 ' 1 1 ��� �� r n
e 6• e z 0606n 12 P 3 _ -_ 1
r � + .-
7"-- = t Y i �. i t ) 1 I I N i EaW�Ea _ I - - -- - Of f n - t,
7�� - > 5 1 } _ 2•(005) - I3 8.70 (+I -,z 1 3 / 2") - i
'- 6- • • sP'GES ]Jp( SRUND AT - 6•' SPACI T -B G - 3 r T
.8 (4 REWIR ED “ Ili R" ' PAEL) BAR 16_ 3 /e 27oR STRANDS
STRESS TO 8 2 NIPS EACH. TYPICAL PI AN OPTION 1 11060 1Dw.L REI6F.1 OPTION 2 (LDNGaLaNAL 6569.) OPTION ,3 (m8 000,6 . RBNF.)
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CONCRETE CUSS: H
SECTION A RELEASE STRENGTH: __958,, 9.
(sHwnNC sT70N05) 28 DAY 51958070. DC p..
TOP RNISH:
»JI S. WI' 15•-__15-__•
M N M 2._ • ERECTION WRN
^ - « Tor. PANEL AREA THIS SHEET I 2.132.00 S{ R.
. , r= - � , _ - - - -- 4,
1L
3 3 /e • STRANDS b PRO EC1' BETHEL & COPPELL ROAD DRAWN BY:
aIN, REVISIONS JOZ
OPTIONAL STRAND FOR )J BAR ^1� RECONSTRUCTION CHECKED BY:
(4, REWIRED PER PANEL) I A LOCATION: CITY OF COPPELL, TEXAS , 6/20/10
GF
D ATE:
CONTRACTOR: NORTH TEXAS BRIDGE CO., INC. l ,. t FlLE
L CONTROL NUMBER: - P.0. NUMBER: £' 0-�} 0,1 "S '4' :: 6S6.5
PROJECT NUMBER: -
JOB NUMBER:
ENGINEER: FREESE AND NICHOLS P.O. BOX 450049 HOUSTON, TEXAS 77245 JOB 10 -096
A PHONE: 888- 359 -4267 FAX 281- 437 -8913 4 OF 5
S C H E D U L E O F P A N E L D I M E N S I O N S
.1111W_ TOTAL AREA THIS TABLE 208.00 Sq.FA. TOTAL AREA THIS TABLE S rt. TOTAL AREA THIS TABLE Sq.Ft.
PANEL MARK NS -1 PANEL NARK PANEL NARK
N0. REVD 4 ' N0. REVD N0. REVD
WIN. WV/0 MIN 6.17 - -, I MIN. WWF WIDTH MIN. voF WIDTH'
F 1 � ) _ —_ I I _
..� + / / AREA/PANEI 1' — _41 1
/ I / 1 — • 1 ueu(sq - / � AREA/PANEL / __ _ � _
F T 1 0 9 � P /,~ AR ANEL j,- - 1 t - _ - /
ARFA/PANEL 52.00` _
ARFA(Sq. U 208.00. t - i
I___ - 8' -0• !I
1 r _... 8. -o•. -_, 1
(CREW i X m ff D 12 MAIN ) ''C'' � J ' ,., -- _-�_'_�' ',.
•
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I 1 I •
PLAN NEW 1 F '. PLAN VIEW PLAN VIEW
1 • (SHOWING FLARED CUTS) (SHOWING FLARED CUTS)
i
• 1 A •
• SIZE AND SPACING Of GARULE WIRES NAT VARY.
.1 - - _ I• -B• PROVIDE 0000U515 ENSURE PROPER SIZE ARD SPACING Or GARAGE
MN. S• � ' - WOES NEEDED TO wNOLING Of THE
MOS.
BAR u - I' ''� gro n0K .e - 1 VW MAT 7E0 ABOVE
7/8 0 27014 AUN MIN. t.R.1 /z 5 10555 E CUSS: .1 H ry 1 1/ S1RAR wrP AcARRUCE ( WIR STRANDS .1 I I, a Bu+s TcD 5TRAND I 1 /Y /6 - ED TIED
-
_ g d 4 1 • 2ri 0 1/2- s • • A, 5 uNS S
y BANS s e e e x _Lk 3/13 z2DK STRUMS o _-
STRESS i0 16.1 KIPS EACH. ,< I UN
rv �r
MIN. M
ry ^ T . RELEASE STRENGTH: D.e,. - 2 CHAMFER OPTWN4 OJ.S • A
L 20 MY SrnENCM: _3409_ D4.i. N 8' -0• _._. _ __"
Is SPACES T e s• >• . ffi (4 ± 2 - rm..) /s eAR • BAR • ERECTION MARK ' TOP FINISH: ,��r L SECTION B . SECTION C
'-+— ry TYPICAL • U' • A NO LAP SPLICE
SECTION 0 SECTION E
REQUIRED PER PANEL) t 1904E0 TOR WMs
(4NOWIIG STRARDS) - oN MAX I /z• cLR. - 2 - -- CAR.
SECTION A ] /8•• 27TH SIMND SPACING c - _- - 1 NIN CAR: _-
\ i S — PROJECT J " r r=r. x • ,, 01 5 _ � 8 bi, i T_.. _ - ' -4
B�
15 YN 1 15 2 '', o' . D2 O , �n� 3 g
. wl i j ` s /e•• v00 - ° sa w i c R ffi 8 _. s /s•• O 0K - W $ - D/6•• V' -.. R `
1 r STRNADS r< _ — _ ` N �',. `— STRAND$ i' , `— S1AARD5 •
•1 =:___.::... r s/e srRANDS 1 g F•. R a �/. u s e l ' f M -' L. 3 i , TT , . : g'
OPTIONAL STRAND FOR "1) RAP ffi • =�= "• f
(a REp1RE0 PER PANEL) rv 1 L.____ >-N ? -_ — ∎— 1 *1 i -- _ . 1 _ � .
a. PROJECT S i- -1 'a i 'R g
0.1/2•• I /21
TYPICAL PLAN OPTION 1 (1000040114A. RpNF) OPTION 2 (4.00050.645 610Nf.)_ OPTION 3 )10140I1001NN RFJN0.)
- vY 01RM0 (51RMl0 *ALL 64)E
- - -. - _ 1' -0' _. - 1' -0• 7000 CONCRETE COO W DRAW
-
_ OPFRAA6) TOTAL PANEL AREA THIS SHEET 1 208.00 Sq fl J
v REVISIONS PROJECT, BETHEL & COPPELL ROAD DRAWN 80.
RECONSTRUCTION ' OZ -
r I I I I i A CHECKED BY:
1 LOCATIO CITY OF COPPELL, TEX 1 i e GF
DA E:
su' --
A coNmACTOR: NORTH TE BRIDGE CO. INC. I \ 6/29/10
- FILE NAME:
SECTION F CONTROL NUMBER: - P.0. NUMBER: . E K16 liTt41 �`1EI ft9 NS -1 -
DRAIN DETAIL Q PROJECT NUMBER: - - JOB NUMBER,
ENGINEER FREESE AND NICHOLS P.O. BOX 450049 HOUSTON, 10045 77245 PAC£.
A PHONE 888 - 359 -4267 FAX: 281- 437 -8913 5 OF 5