ESBD_441634_1753975001603_02. Specification - TxDOT 210-17-96221.pdf

PDF 990 KB Posted Jul 31, 2025

Attached to: Concrete Sound Wall Panel for TxDOT Kaufman Maintenance Office.
Solicitation number: 601310000096221
Issued by: Kenedy County, Texas

About this file

Written by GovTribe AI · Jul 31, 2025

This document is a detailed specification for Noise Wall Details prepared by the Texas Department of Transportation (TxDOT) for specification number 210-17-96221, dated July 2025. The specification provides comprehensive technical drawings and data tables for two noise wall sections, labeled "Noise Wall D" and "Noise Wall E", which are part of a highway infrastructure project. The noise walls are designed with specific panel lengths of 12 feet, varying panel heights around 8 feet, and include detailed color finish instructions for concrete surfaces. The walls are constructed using ashlar stone and random stone patterns with multiple color variations to match existing natural stone walls.

The technical specifications include precise engineering requirements, such as design standards following AASHTO guide specifications for sound barriers, wind resistance requirements of 100 miles per hour, and exposure category B2. The documentation specifies materials like Grade 60 reinforcing steel, Class "C" concrete for drilled shafts, and galvanized steel components. The total project involves 60 panels for Noise Wall D with a total panel area of 5,696 square feet, and 50 panels for Noise Wall E with a total panel area of 4,736 square feet. Additional technical notes cover construction methods, including monolithic casting, prestressing requirements, and anti-graffiti coating specifications for all exposed concrete surfaces.

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Bid_notify_601310000096221.txt	TXT text file	Jul 31, 2025
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,l:

TOTAL PANEL LENGTH

ft. ASHLAR STONE Rat.LED IN PRINT

RESIDENJAL VIEW

D BAS[ COLOR 27769

12· -o· TOTAL PANEL t.EHCTH

ORY STACK

RAHOOM STONE

ROAOSIPE VIEW

D BASE COLOR 21769

lo//41 ROCll Cot.OR I 20266 m ROCK COLOR 2 20095 lfffffiTII RCX:K COlOR l 234◄9

12·-o·

TOTAL PANEL LENGTH

PANEL THICKNESS I EOCE

CONNECTION DETAILS PEA

UANUF ACTURER

SECTION A-A

(D INTERIOR

PLUS THE

RIPRAP RE

RJPRAP EL

DETAILS•

HEIGHT IS 8' .9• MIN

SECTION Of CONCRETE

TO ACHIEVE CONCRETE

LISTED IN •NOISE WALL

l Of 4 AND ◄ OF ◄•

OR'/' STACK

RANDOM STONE

COLUMN FRONT/BACK VIEW

D BAS( COLOR Z7T69

10-'d ROCK COLOR I 20266 rm ROClt COLOR 2 20095

- ROCll COLOR 3 23441

2'•0"

SMOOTH

CONC

FINISH

COLUMN END VIEW

D BAS( COLOR 27769

COLOR EJNJSH NOTES;

THE NOISE WALL WILL HAVE THE FOl.LOWJNG BASE

COLOR APPLIED TO ALL EXPOSED CONCRETE SURFACES1

D BASE COt.OR 27769

SAS� �?'tE"k T��D�l��Tra m e A

MATCH THE EXISTING

AL STOfrfE WALLS, THE SECONDARY l;@I ROCK COl.OR I 20266 CAPPROX)MATELY 10iC)

ID ROCll COLOR 2 20095 CAPPROXIIU.TELY 5XI

- ROCK COLOR l 2HO IAPPROXJIU.TELY 15XJ

TH£ CONTRACTOR WILL VERIFY IN CONJUNCTION WllH THE ENGINEER THAT THE SPECIF"IEO COlORS ARE CONSISTENT WITH EXISTING NATURll. STONE WALLS

PRIOR TO ORDERING MATERIALS.

L SHALL SIT 30 DAYS MIN PRIOR TO

ICA HE CONTRACTOR WILL APPLY

"RO ORS TO ONE FULL HEIGHT

EL ACENT COLLMNS AS A

PA APPL VING THE SECONDARY

K• COLORS. TH ESENTATIVE PANEL WILL

BE AGREED UPON BY TxOOT PRIOR TO COUPLETION Of

THE REMAINING NOISE WALL PANELS FOR COLORINC.

IT IS ESTIMATED THAT

ROADSIDE NOISE WALL S

THE SECONOARY COLORS.

ENTIRE AREA OF AN INOI

ELY lOY. OF THE

A. WILL RECEIVE

BE APPLIED TO

ONE.

.t.LL EXPOSED SUAf.t.CES TO RECEIVE A TYPE 1 ll ANTl·GRAFFJTI COATING IN ACCC>i'O.t.NCE

WITH OMS-I\\ 1,

FM 3097

NOISE WALL DETAILS

uz i l[ICAS STP 2013 (!1:tlJ W FIA 30,1

SHEET 2 OF 4 .,,..._. •M OA P<x'.ltffAl n<tli 01 12)

SPECIFICATION NO.

TxDOT 210-17-96221 DATED: July 2025

Page 1of 2 r

NOISE WALL

"D''

PANEL TOP OF

PANEL BEGIN/ENO PANEL LENGTH CONC

STATIONS

'--,.r F!!_rRAP

1 0•02. 00 0•14. 00 12 5-,4_ 17 2 0•14.00 0•26. 00 12 544. 17 3 0+26. 00 0+38. 00 12 544. 17 4 0•38. 00 o._so. oo 12 543. 84 5 0•50. 00 0·62. 00 12 543. 50 6 0•62. 00 0•74.00 12 543. 17 7 0•74. 00 0•86. 00 12 542. 84 8 0•86. 00 0•98. 00 12 542. 50 9 0•98. 00 1 •10.00 12 542. 17

10 l • 10. 00 1 •22.00 12 541. 50 11 I •22,00 1 •34.00 12 541. 17 12 10:54.00 1 •46. 00 12 540. 84 13 1 •46.00 I •SB. 00 12 540. so " 1•58.00 I •70. 00 12 540. 17 15 1 •70.00 I •82. 00 12 539. 84 16 I •82.00 I •94. 00 12 539. 50 17 I •94. 00 2•06. 00 12 539. 17 18 2•06. 00 2•18. 00 12 538. 84 19 2•18.00 2•30. 00 12 538. 50 20 2•30.00 2--42. 00 12 538. 17 21 2•42.00 2•54. 00 12 538. 17 22 2•54.00 2--66. 00 12 538. 17 23 2•66. 00 2•78. 00 12 537. 8 4 24 2--78.00 2•90. 00 12 537. 50 25 2•90. 00 3•02. 00 12 537. 17 26 3•02. 00 3•14.00 12 536. 84 27 3•14. 00 3•26. 00 12 536. 84 28 3•26. 00 3•38. 00 12 536. 50 29 3•38. 00 3•50. 00 12 536. 17 30 3•50. 00 3•62. 00 12 535. 8 4 3 1 3•62. 00 3•74.00 12 535. 8 4 3 2 3•74. 00 3•66. 00 12 535, so 33 3•86. 00 3•98. 00 12 535. 17 34 3•98. 00 4•10.00 12 534. 8 4 35 4•10. 00 4•22. 00 12 534. 50 36 4•22. 00 4•34. 00 12 534. 17 37 4•34, 00 4•46. 00 12 534. 17 38 4♦.1\6, 00 4•58. 00 12 534. 17 39 4•58. 00 4·"70. 00 12 533. 15 ,o 4•70. 00 •h82. 00 12 533. 42 41 4•62. 00 4•94. 00 12 533. 08 42 4•94. 00 5•06. 00 12 532. 75 43 5•06. 00 5•18.00 12 532. 75 44 5•18.00 5•30. 00 12 532. 34 '5 5•30. 00 5•42, 00 12 532. 00 46 5•42. 00 5•54. 00 12 532. 00 47 5•54. 00 5•66. 00 12 532. 00 <8 5•66. 00 5•78.00 12 532. 00 49 5•78.00 5•90. 00 12 531. 67 50 5•90. 00 6•02. 00 12 531.34 51 6•02. 00 6•14.00 12 531. 3.;

52 6•14.00 6•26. 00 12 531. 00 53 6•26. 00 6•38. 00 12 531. 00 54 6+38. 00 6•50. 00 12 530. 67 55 6•50. 00 6•62. 00 12 530. 67 56 6♦62.00 6•74.00 12 530. 34 57 6•74, 00 6•86.00 12 530. 34 58 6•86. 00 6•98. 00 12 530. 00 59 6•98, 00 7•10.00 12 530. 00 60 7•10. 00 7+22. 00 12 529. 67

(])TOTAL �

(D rnti A

�or� L

Lf��

DOES NOT INCLUDE

® l�6"�Nb A

1��E��g� gg��

�u�� D

�REA.

DATA TABLE

TOP OF WALL

PANEL PANEL OS

DEPTH AREA OS LENGTH

ELEV

A Sf

ND,

FT�

5◄9. 75 s. 33 •• I 18

552. 42 8.00 96 2 18

552. 42 8.00 96 3 18

552. 09 8.00 96 • 18

551. 15 8. 00 96 5 18

551. 42 8. 00 96 • 18

551.09 8. 00 96 7 18

550. 75 8.00 96 8 18

550. 42 e.oo 96 9 18

549. 75 8.00 96 10 18

549. 42 8.00 96 11 18

549. 09 8.00 96 12 18

548. 7 5 a.co 96 13 18

548. 42 8.00 96 ,. 18

548. 09 8.00 96 15 18

547. 75 8.00 96 16 18

547. 42 8.00 96 17 18

541. 09 8.00 96 18 18

546. 75 8.00 96 19 18

546. 42 8.00 96 20 18

546. 42 8.00 96 21 18

546. 42 8.00 96 22 18

546. 09 8.00 96 23 18

545. 75 8.00 96 24 18

545. 42 8. 00 96 25 18

545. 09 8. 00 96 26 18

545. 09 8.00 96 27 18 544, 75 8. 00 96 28 18

544.42 8. 00 96 29 18

544.09 8. 00 96 30 18

544. 09 8. 00 96 31 18

543. 75 8. 00 96 32 18

543. 42 8. 00 96 33 18

543. 09 8. oo 96 34 18

542. 75 8.00 96 35 18

542. 42 8.00 96 36 18

542. 42 8.00 96 37 18

542. 42 8. 00 96 38 18

542. 00 8.00 96 39 18

541. 67 8.00 96 •o 18

541.33 8.00 96 41 18

541. 00 8.00 96 42 18

541.00 8.00 96 " 18 540 . 59 8.00 96 44 18

540. 25 8.00 96 45 18

540.25 8.00 96 <6 18 5◄0. 25 8.oo 96 47 18

540. 25 8.00 96 48 18

539. 92 8.00 96 <9 18

539. 59 S.00 96 50 18

539. 59 8.00 96 51 18

539. 25 8.00 96 52 18

539. 25 8.00 96 53 18

538. 92 8.00 96 54 "

538. 92 8.00 96 55 18

538. 59 8.00 96 56 18

538. 59 8.00 96 57 18

538. 25 8.00 96 58 18

538. 25 8. 00 96 59 18

535. 25 5. 33 64 60 18

@TOTAL 5,696 61 18

TOTAL I, 098

PANEL

◄6

◄9

NOISE WALL "E"

BEGIN/END PANEL

STATIONS

0•12.00 0•24, 00 0•36, 00 0•48. 00 0•60. 00 0•72.00 0•8-4.00 0•96. 00 1 +08.00 1 +20.00 1 •32,00 1 ·44.00 I •56.00 1 •68.00 1 •80.00 1•92.00 2•04. 00 2•16.00 2•28. 00 2•40.00 2•52. 00 2•64. 00 2•76.00 2•88. 00 3•00. 00 3•12,00 3•24. 00 3•36. 00 3•48. 00 3•60. 00 3•72.00 3•84. 00 3•96. 00 4•08. 00 4•20. 00 4•32. 00 4•44. 00 4•56. 00 4•68. 00 .11•80.00 4•92. 00 5•04. 00 5•16.00 5•28. 00 5•40. 00 5•52. 00 5•64. 00 5•76.00 5•68. 00 6•00. 00

0•24. 00 0•36. 00 Ot48, 00

0•60. 00 0•72. 00 0•84. 00 0•96. 00 I •08. 00 I •20.00 I •32, 00 1 ·44. 00 1 •56. 00 1 •68.00 1 •80.00 I •92.00 2•04. 00 2•16.00 2•28. 00 2•40. 00 2•52. 00 2•64.00 2+76.00 2•88. 00 3•00. 00 3•12.00 3•24. 00 3•36. 00 3•48. 00 3+60. 00 3•72.00 3•84.00 3•96. 00 4•08. 00 4•20.00 4•32.00 4•44.00 4•56.00 4•68. 00 4•80.00 4•92.00 51'04. 00 5•16.00 5•28. 00 5••!0.00 5•52. 00 5•64. 00 5•76.00 5•88. 00 6•00. 00 6--12.00

@OTAL

PANEL TOP OF

LENGTH CONC

FT RIPRAP

ELEV

12 527. 71 12 527. 38 12 527, 04 12 526. 71 12 526. 7!

12 526. 71 12 526. 71 12 526. 38 12 526. 04 12 525. 71 12 525. 38 12 525. 38 12 525. 38 12 525. 38 12 525. 38 12 525.0-4 12 525. 04 12 524. 71 12 524. 71 12 524. 38 12 524. 04 12 524. 04 12 524. 04 12 524. 04 12 524. 04 12 524. 04 12 523. 71 12 523. 38 12 523. 38 12 523. 04 12 523. 04 12 523. 04 12 522. 71 12 522. 38 12 522. 04 12 521. 71 12 521, 71 12 521. 71 12 521. 71 12 521. 71 12 521. 71 12 521. 38 12 521.38 12 521. 38 12 521..38 12 521. 38 12 521.04 12 520, 71 12 520. 71 12 520. 71

DATA TABLE

PANEL PANEL

TOP OF WALL DEPTH AREA OS

ELEV

FT SF

533. 29 5. 33 64 I

535. 63 8.00 96 2 535, 29 8,00 96 3

534. 96 8. 00 96 •

534. 96 8.00 96 5

534. 96 8.00 96 6

534. 96 8. 00 96 7

534. 63 8. 00 96 8

534. 29 8.00 96 9

533. 96 8.00 96 10

533. 63 8, 00 96 11 5:n.63 8. 00 96 12

533. 63 8. 00 96 13

533. 63 8. 00 96 ,.

533. 63 8. 00 96 15

533. 29 8. 00 96 16

533. 29 8. 00 96 17

532. 96 8. 00 96 18

532. 96 8. 00 96 19

532. 63 8.00 96 20

532. 29 8. 00 96 21

532. 29 8. 00 96 22

532. 29 8.00 96 23

532. 29 6.oo 96 24

532. 29 8. 00 96 25

532. 29 8.00 96 26

531. 96 8. 00 96 27

531. 63 a. oo 96 28

531. 63 8.00 96 29

531. 29 8.00 96 30

531. 29 8. 00 96 31

531. 29 8. 00 96 32

530. 96 8.00 96 33

530. 63 8, 00 96 34

530. 29 8.00 96 35

529. 96 8. 00 96 36

529. 96 8. 00 96 37

529. 96 8. 00 96 38

529. 96 8. 00 96 39

529. 96 8.00 96 40

529. 96 8. 00 96 41

529. 63 a. oo 96 42

529. 63 8. 00 96 43

529. 63 8. 00 96 44

529. 63 8.00 96 45

529. 63 8.00 96 46

529. 29 8.00 96 47

528. 96 8.oo 96 48

528. 96 6. 00 96 49

526. 29 s.:n 6< 50

(l)TOTAL 4,736 51 fOTAL

LENGTH

.......,-;c-

I 8 I 8

GENERAL NOTES:

NOISE WALL SHALL BE DESIGNED IN ACCORDANCE

WITH AASHTO GUIOE SPECIFICATIONS FOR STRUCTURAL

DESIGN Of SOUNO BARRIERS.

MEASUREMENT AND PAYMENT Of NOISE WALLS SHALL BE IN ACCORDANCE. WITH lTEM 555296 •NOISE WALLS•.

MAY BE CAST FIJll HEIGHT. THE

WONOLITHICALLY WITH THE

LLY PRECAST COLI.Jr,t,I JOINTS SHALL

All EXPOSED STEEL PARTS SHALL BE GALVANIZED IN

ACCORDANCE WITH THE ITEM ◄◄5 "GALVANIZING".

THE NOISE WALL SHALL BE OESIGNEO T O

WITHSTAND A MINIJ.l.lM WIND SPEED OF 100 MILES PER

HOUR AND SHALL BE DESIGNED FOR EXPOSURE 82.

ALL CONNECTIONS OF THE NOISE WALL TO THE

FOUNDATIONS SHALL BE DESIGNED USING A FACTOR OF

SAFET N

ADOIT

ALL

ANC

OF TH

UTILI

REQUI

UNGR W LL ALL

PRESTRESSING USED TO TEMPORARILY

WIRE MESH MAY BE USED IN LIEU OF DEFORMED BARS.

ALL DRILLED SHAFTS CONCRETE SHALL BE CLASS "C",

All REINFORCING STEEL SHALL BE GRADE 60.

T XA

FM 3097

NOISE WALL DETAILS

SHEET 3 OF◄

SPECIFICATION NO.

TxDOT 210-17-96221 DATED: July 2025 page 2of 2

File details come from the government source that posted it. Updated Jul 31, 2025.