Attachment V Appendix II Reflective Cracking Indoors Phase VII Construction Plan 100 Percent Design Drawings.pdf

PDF 6 MB Posted Jun 21, 2022

Attached to: Reflective Cracking Indoors Phase VII Construction/Replacement MARKET SURVEY
Solicitation number: 692M15-22-R-00013
Issued by: Department of Transportation Federal Aviation Administration Technical Center

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File	Type	Posted
Attachment IV Appendix I Specifications NAPT Reflective Cracking Indoors Phase VII.pdf	PDF	Jun 21, 2022
Attachment III - Important Information to Potential Vendors - Reflective Cracking Indoors Phase VII Construction-Replacement.pdf	PDF	Jun 21, 2022
Attachment II - Pre-qualifications Requirements_Reflective Cracking Indoors Phase VII Construction-Replacement.pdf	PDF	Jun 21, 2022
Attachment I - DRAFT Statement of Work - Reflective Cracking Indoors Phase VII Construction-Replacement.pdf	PDF	Jun 21, 2022

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NATIONAL AIRPORT PAVEMENT TESTING FACILITY

WILLIAM J. HUGHES TECHNICAL CENTER

ATLANTIC CITY AIRPORT, NEW JERSEY

02/15/2022

NAPTF BUILDING KEY PLAN

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NORTH WALL

SOUTH WALL

AERIAL VIEW OF THE NAPTF BUILDING N.T.S.

NAPTF

PROJECT LOCATION MAP N.T.S.VICINITY MAP N.T.S.NEW JERSEY STATE MAP N.T.S.

ATLANTIC CITY

AIRPORT

NAPTF

WESCOAT ROAD

REFLECTIVE CRACKING INDOORS PHASE VII

CONTRACT NUMBER: 692M15-21-D-00004

CONSTRUCTION PLAN 100% DESIGN DRAWINGS

PROJECT LOCATION

PREPARED BY:

SHEET 1 OF 16

APPLIED RESEARCH ASSOCIATES, INC

2628 FIRE ROAD, SUITE 300

EGG HARBOR TOWNSHIP, NJ 08234

PHONE: (609) 380-4240

PREPARED FOR:

DRAWING NUMBER: G-001

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

NNNN

GENERAL NOTES & AND

@ AT

ABC AGGREGATE BASE COURSE

AC ASPHALT CONCRETE OR ASPHALT CEMENT

ADJ ADJACENT

AIP ABANDON IN PLACE

ALT ALTERNATE

AGG AGGREGATE

APPOX APPROXIMATE

ASR ALKALI-SILICA REACTIVITY

CL or ℄ CENTERLINE

CLSM CONTROLLED LOW STRENGTH MATERIAL

CO CLEAN OUT OR CONTRACTING OFFICER

COMM or C COMMUNICATIONS

COMP COMPACTION

CONT CONTINUOUS

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CU CUBIC

DI DROP INLET or DRAIN INLET

DIA DIAMETER

DH DRILL HOLE

E EAST or EASTING

EA EACH

ECP ENTRY CONTROL POINT

ELEC ELECTRIC

EL or ELEV ELEVATION

EMH ELECTRICAL MAN HOLE

EXIST or EX. EXISTING

FOD FOREIGN OBJECT DEBRIS

GA GAUGE

GCAB GRADED CRUSHED AGGREGATE BASE

GOVT GOVERNMENT

HH HANDHOLE

HMA HOT MIX ASPHALT

IAW IN ACCORDANCE WITH

LBS POUNDS

LF LINEAR FOOT

LT LEFT

MAX MAXIMUM

MIN MINIMUM

MH MANHOLE

MPH MILES PER HOUR

MW MONITORING WELL

N NORTH or NORTHING NO or # NUMBER

NOTAM NOTICE TO AIRMEN

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

P POWER

PC POINT OF CURVATURE

PCC PORTLAND CEMENT CONCRETE

PI POINT OF INTERSECTION

POV PRIVATELY OWNED VEHICLE

PT POINT OF TANGENCY

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORINE

PVMT PAVEMENT

R RADIUS/REMOVE/ REINFORCED

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REINF REINFORCED

REQ'D REQUIRED

RI RIGHT

RW or R/W RUNWAY

S SOUTH

SCH SCHEDULE

SD STORM DRAIN

SF SILT FENCE

SHT SHEET

SPA SPACES

SPECS SPECIFICATIONS

SPU SIGNAL PROCESSING UNIT

SQ SQUARE

STA STATION

STD STANDARD

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T THICKNESS

TBR TO BE REMOVED

T/L TAXILANE

T/W TAXIWAY

TMP/TEMP TEMPORARY

TYP TYPICAL

UD UNDERDRAIN

W/ WITH

W WEST

WWF WELDED WIRE FABRIC

WJHTC WILLIAM J. HUGHES TECHNICAL CENTER

ABBREVIATIONS

1. LOCATION OF INSTRUMENTATION AND UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD SURVEYS. NEITHER THE FAA NOR

THE ENGINEER ASSUMES ANY RESPONSIBILITY WHATEVER WITH RESPECT TO THE ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION. THERE IS NO GUARANTEE, EITHER

EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE, AND TYPE OF EXISTING UNDERGROUND ITEMS INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED IN THE

CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND

UTILITIES, PRIOR TO DIGGING. THE CONTRACTOR SHALL NOTIFY THE FAA OF HIS OPERATIONAL PLANS. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED INFORMATION AND

ASSISTANCE IN LOCATING UTILITIES WITH FAA OR THEIR DESIGNATED REPRESENTATIVES. IN THE EVENT AN UNEXPECTED UTILITY IS ENCOUNTERED DURING CONSTRUCTION, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE FAA. ANY UTILITIES OR SERVICES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED IMMEDIATELY AT THE

CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE FAA.

2. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS INDICATED. SURVEY CONTROL IS DEFINED BY BENCHMARKS IDENTIFIED ON G-102.

3. ITEMS NOT MARKED FOR REMOVAL SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR.

4. ITEMS NOT MARKED FOR REMOVAL THAT ARE DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AT NO COST TO THE FAA.

5. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE HIS OPERATIONS WITH ANY OTHER CONTRACTORS WORKING IN THE FACILITY AND WITH FACILITY OPERATIONS.

6. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK ON THIS PROJECT. THE CONTRACTOR SHALL REPORT ANY

DISCREPANCIES TO THE FAA IMMEDIATELY.

7. EXISTING PAVEMENT THICKNESSES SHOWN IN THESE PLANS ARE BASED ON CONSTRUCTION RECORDS; ACTUAL THICKNESSES MAY VARY.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE , LOCAL, AND INSTALLATION CODES, LAWS, AND REGULATIONS.

9. NOTHING IN THE GENERAL NOTES OR CONSTRUCTION DOCUMENTS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE

GENERAL PUBLIC AND THE TENANTS OF THE INSTALLATION.

10. THE CONTRACTOR WILL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION OF THIS PROJECT. IN THE EVENT

THAT SPECIAL EQUIPMENT IS REQUIRED TO WORK OVER AND AROUND THE UTILITIES, THE CONTRACTOR SHALL FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING UTILITIES FROM

DAMAGE AND FURNISHING SPECIAL EQUIPMENT SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

11. BEFORE BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFY THE EXACT ROUTING AND LOCATION OF ALL EXISTING UTILITIES TO BE DEMOLISHED AND TO REMAIN.

12. BACK FLOW PREVENTION DEVICES ARE REQUIRED ON ALL CONTRACTOR CONNECTIONS TO FACILITY WATER SUPPLIES INCLUDING TEMPORARY AND FIRE HYDRANT CONNECTIONS, EXCEPT

FOR EXPRESSLY DESIGNATED WATER LINE CONNECTIONS.

13. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL WASTE MATERIALS OFF GOVERNMENT PROPERTY.

14. UNDERMINING IN AC PAVEMENT IS DEFINED AS LOSS OF MATERIAL GREATER THAN 3" IN DEPTH AT ANY POINT ALONG THE FACE OF THE PAVEMENT.

15. INTERRUPTION TO UTILITIES BY THIS PROJECT SHALL BE COORDINATED WITH THE FAA.

16. ALL COST RELATING TO THE CONTRACTOR'S ACCESS AND SECURITY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, EXCEPT AS NOTED.

17. UTILITIES ARE DEFINED TO INCLUDE GAUGES, OTHER INSTRUMENTATION, AND RELATED APPURTENANCES.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE. GRADING, EROSION CONTROL STABILIZATION AND UTILITY CONNECTIONS IN STAGING AREAS AND SHALL RESTORE SITE

TO ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.

19. ALL CONSTRUCTION AREAS SHALL BE CONSIDERED LAND DISTURBANCE AREAS.

20. OVERHEAD UTILITIES AND POLES BELONG TO FAA.

21. CONTRACTOR MUST VERIFY UTILITY CAPACITY IS ADEQUATE FOR PROJECT NEEDS. IF CAPACITY IS INSUFFICIENT. CONTRACTOR IS RESPONSIBLE FOR UPGRADES OR NEW LINES.

22. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS, CONNECTION REQUIREMENTS, AND COORDINATION WITH UTILITY OWNERS.

SHEET OF

GENERAL NOTES

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-002

SHEET LIST TABLE

DRAWING

NUMBER TITLE SHEET

G-001 COVER SHEET 1

G-002 GENERAL NOTES 2

G-101 TESTING AREA EXISTING CONDITIONS PLAN 3

G-102 SITE ACCESS HAULING AND STAGING AREA 4

G-103 BUILDING PLAN AND SURVEY CONTROL 5

G-104 DEMOLITION PLAN 6

G-201 TEST ITEM PLAN AND PROFILE 7

Q-201 INSTRUMENTATION PLAN AND PROFILE 8

Q-601 INSTRUMENTATION ONE-LINE DIAGRAM 9

Q-602 INSTRUMENTATION WIRING SCHEDULE cRIO

9035 CHASSIS 10

Q-603 INSTRUMENTATION WIRING SCHEDULE cRIO

9035 CHASSIS 11

Q-604 INSTRUMENTATION WIRING SCHEDULE NI 9149

EXPANSION 12

Q-605 INSTRUMENTATION WIRING SCHEDULE NI 9149

EXPANSION 13

Q-606 INSTRUMENTATION SENSOR DETAIL 14

Q-607 INSTRUMENTATION SENSOR DETAIL 15

Q-608 INSTRUMENTATION SENSOR DETAIL 16

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-GNRL.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

95% FOR REVIEW 01/06/2022 __ C.T.

100% FOR REVIEW 02/15/2022 __ C.T.

9+008+508+50 9+008+50 8+75

22.5' LONG X 12.6' WIDE

SAMPLING AREA

9" THICK 4000 PSI CONCRETE OVER

8" THICK DENSE GRADED

AGGREGATE

4' HIGH PROTECTIVE FENCING

TRENCH DRAIN

0.25' WIDE GAP

EXPOSED PIPING

1'± ABOVE THE SLAB

TEST PIT WALL

REFLECTIVE

CRACKING

TEST SLAB

(UNDERLAY)

REFLECTIVE

CRACKING RIG

PIT

REFLECTIVE

CRACKING RIG

PIT

MAINTENANCE

PIT

(3) Ø1" RGS CONDUITS

Ø2" PVC CONDUIT

Ø1" RGS CONDUIT

Ø1" RGS CONDUITS

(2) Ø3" CONDUITS

TRACKS

4' 1.

5.6'±

PAVING

OVERRUN

AREA

ANCHORS

PREVENTING

LATITUDINAL

MOTION

ANCHORS

PREVENTING

LONGITUDINAL

MOTION

ANCHORS

PREVENTING

LONGITUDINAL

MOTION

250 MIL NOTCH

12"

0'-6' 6'-1' 1'

0.25' 0.25'

57.58'

46.00'

56.55'

55.86'

55.36'

56.58'

56.53'

EXISTING P-501

EXISTING 3/8"

STEEL PLATE

EXISTING

1/4" TEFLON

EXISTING

P-501

EXISTING D.G.A.

EXISTING

SUBGRADE

-9.33' 9.33'

100 1500 5050

GRAPHIC SCALE

1" = 50'

REFLECTIVE CRACKING RIG PLAN VIEW

SCALE: 1"=5'

SECTION A-A SECTION B-B

EXISTING TEST AREA UNDERLAY DETAIL

HORIZONTAL SCALE: 1"=5' VERTICAL SCALE: 1"=0.5'

A A

REFLECTIVE CRACKING TEST AREA

LOOKING EAST VIEW

REFLECTIVE CRACKING TEST AREA

LOOKING WEST VIEW

LEGEND:

P-501 CONCRETE PAVEMENT

(PORTLAND CEMENT CONCRETE)

DENSE GRADED AGGREGATE (D.G.A.)

SUBGRADE

P-401

SHEET OF

TESTING AREA EXISTING CONDITIONS PLAN

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-101

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NORTH WALL

SOUTH WALL

DAQ CABINET

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-CONS.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

FENCE

NAPTF BUILDING

SUBGRADE PROCESSING

BUILDING 207A

N O

ESS

BUILDING

ACCESSCONSTRUCTION

SITE

GATE 12B

SEE NOTE 1

STAGING

AREA

GATE 12B

GATE 12A

SEE NOTE 1

WESCOAT ROAD

GATE 12A

PAN

N R

WORKER

PARKING

ONLY

160' 240'0 80'80'

GRAPHIC SCALE

1" = 80'

ATLANTIC CITY RESERVOIR

VISITOR

CENTER

MAIN

GATE

PERIMETER ROAD

WESCOAT ROAD COUNTY ROUTE 685

SAFETY TECHNOLOGY

NAPMRC

DELILAH ROAD

WAWA

AMELIA EARHEART

296 - NAPTF

MAIN GATE ACCESS MAP

WORKER ACCESS AND HAUL ROUTE

FENCE

HAUL ROUTE WITH FAA PERMISSION SEE NOTE 1

CONSTRUCTION SITE

STAGING AREA

WORKER PARKING

LEGEND:NOTES:

EMPLOYEES ENTER

THROUGH MAIN GATE

ALTERNATE SITE

ACCESS.

SEE NOTES ON THIS

SHEET.

1. THE CONTRACTOR'S PRIMARY ACCESS WILL BE THROUGH THE MAIN GATE. HOWEVER. ACCESS THROUGH GATE 12A OR 12B CAN BE REQUESTED FOR PAVING AND DEMOLITION ACTIVITIES BY CONTACTING RICHARD JI IN WRITING AT LEAST 72 HOURS IN ADVANCE.

2. LOCATION OF THE CONTRACTOR'S STAGING AREA SHOWN IS APPROXIMATE. THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.

3. CONTRACTOR PARKING AVAILABLE IN THE STAGING OR DESIGNATED WORKER PARKING AREA. CONTRACTOR STAGING AREA CAN BE UTILIZED FOR THE CONTRACTOR'S FIELD OFFICE, PARKING OF COMPANY VEHICLES AND FOR STORAGE OF MATERIALS. MULTIPLE PROJECTS MAY BE ONGOING AT THE SAME

TIME.

4. TRACKED CONSTRUCTION EQUIPMENT MAY BE PARKED OVERNIGHT IN THE CONSTRUCTION AREA. ALL OTHER PARKING AND ALL EQUIPMENT STORAGE SHALL BE IN THE STAGING AREA, UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER.

5. THE ENTIRE HAUL ROUTE MUST BE KEPT CLEAN OF CONSTRUCTION DEBRIS AND AVAILABLE FOR USE BY FACILITY VEHICLES.

6. THE CONTRACTOR SHALL KEEP ALL PAVED SURFACES CLEAN AND FREE OF MUD AND DEBRIS.

7. THE CONTRACTOR MUST KEEP TEST PAVEMENTS USED AS HAUL ROUTES CLEAR OF FOREIGN OBJECT DEBRIS (FOD) AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A VACUUM SWEEPER TRUCK OR OTHER APPROVED METHOD FOR REMOVAL OF FOD. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL TEST PAVEMENTS USED AS HAUL ROUTES THROUGHOUT THE CONSTRUCTION AND IMMEDIATELY AFTER COMPLETION OF HAULING.

8. DUMP TRUCKS SHALL USE LOAD COVERS AND SHALL BE LOADED BY THE CONTRACTOR SUCH THAT NO SPILLAGE OCCURS.

9. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND OR WATER FROM ANY SOURCE.

10. ANY AND ALL DAMAGE BY THE CONTRACTOR TO EXISTING AC OR PCC PAVEMENT, INCLUDING HAUL ROUTES OR STRUCTURES WHICH ARE DESIGNATED TO REMAIN, SHALL BE REPLACED WITH LIKE MATERIALS AND ITEMS AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE FAA. THE CONTRACTOR MUST IDENTIFY AND DOCUMENT ANY PRE-EXISTING DAMAGE TO ANY PAVEMENTS TO REMAIN PRIOR TO STARTING ANY WORK. THE PRE-EXISTING DAMAGE MUST BE REPORTED TO THE FAA IN WRITING BEFORE ANY WORK IS STARTED. IF NO DEFICIENCIES ARE DOCUMENTED AND REPORTED, THEN THE PAVEMENTS

WILL BE CONSIDERED TO BE IN GOOD CONDITION AND COMPLETELY UNDAMAGED.

11.CONTRACTOR AND SUBCONTRACTOR PERSONNEL, VEHICLES, EQUIPMENT AND MATERIALS ARE NOT PERMITTED TO LEAVE THE LIMITS OF CONSTRUCTION

SITE OR APPROVED HAUL ROUTES.

12.CONTRACTOR AND SUBCONTRACTOR PERSONNEL MUST BE ESCORTED AT ALL TIMES, AND MUST MEET REQUIREMENTS FOR ENTRY TO WJHTC, INCLUDING, BUT NOT LIMITED TO, POSSESSION OF A VALID PHOTO IDENTIFICATION FROM A US STATE GOVERNMENT.

BOULE

VARD

SHEET OF

SITE ACCESS, HAULING AND STAGING AREA

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-102

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-GNRL.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

W W W W W W W W W W W

W W W W W W W W W W

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+000+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+500+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 9+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+000+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 5+25 5+50 5+75 6+25 6+50 6+75 7+25 7+50 7+75 8+25 8+50 8+75 9+25 9+50 9+75

3/4" HOSE BIB (MALE) 3/4" HOSE BIB

(MALE)

3/4" HOSE BIB

(MALE)

3/4" HOSE BIB

(MALE)

3/4" HOSE BIB (MALE)1" PIPE THREAD

HOSE

CONNECTION

(MALE)

1" PIPE THREAD

HOSE

CONNECTION

(MALE)

3/4" HOSE BIB (MALE) 3/4" HOSE BIB (MALE) 11

2" QUICK

CAM LOCK

(MALE)

3/4" HOSE BIB

(MALE)

1" PIPE

THREAD

HOSE

(FEMALE)

2" QUICK

CAM LOCK

(MALE)

3/4" HOSE BIB

(MALE)

3/4" HOSE BIB

(MALE)

2" QUICK

CAM LOCK

(MALE)

3/4" HOSE BIB

(MALE)

2" QUICK CAM

LOCK (MALE)

G E

.5 ' W

R O

-U

P D

O O

G E

.5 ' W

R O

-U

P D

O O

P/ O

E O

ELEV. 58.000'

ELEV. 57.990'

ELEV. 57.986'

ELEV. 57.970' 204

ELEV. 57.987'

ELEV. 58.000'

ELEV. 58.034' 207

ELEV. 58.015'

ELEV. 57.951'

ELEV. 57.996'

ELEV. 57.992'

ELEV. 58.000'

ELEV. 58.016'

ELEV. 58.015'

ELEV. 58.034'

ELEV. 58.008'

ELEV. 58.004' CL-STA.0+00

10000

CL-STA.10+00

10001

CL-STA.-1-30

10002

CL-STA.0-30

10003 CL-STA.2+98

10004 CL-STA.9+00

10005

BUILDING'S NORTH WALL

BUILDING'S SOUTH WALL

FAA

MANHOLES

MAINTENANCE PIT

SCALE

(0,0)

N O

A C

AREA TO BE PROTECTED.

DO NOT STORE NOR STAGE

EQUIPMENT AND MATERIALS.

WATER SUPPLY LINE

CONNECTIONS AS SHOWN ON PLAN

W W W W W W W W W W W

W W W W W W W W W W

REFLECTIVE CRACKING DAQ

NAPTF BUILDING PLAN VIEW

SCALE: 1"=40'

80' 120'0 40'40'

GRAPHIC SCALE

1" = 40'

LEGEND

NOTES:

1. THE PROJECT AREA IS LOCATED INSIDE OF THE NATIONAL AIRPORT

PAVEMENT TESTING FACILITY, BUILDING NUMBER 296, WILLIAM J.

HUGHES TECHNICAL CENTER, LOCATED AT THE ATLANTIC CITY

INTERNATIONAL AIRPORT, EGG HARBOR TOWNSHIP, NEW JERSEY

08234.

2. THE HORIZONTAL CONTROL NETWORK IS REFERENCED TO A LOCAL

COORDINATE SYSTEM ALIGNED WITH THE NAPTF TESTING AREA

CENTER LINE. THE VERTICAL CONTROL NETWORK IS ALSO

REFERENCED TO A LOCAL ASSUMED DATUM.

CONTROL POINTS

NUMBER STATION

[FEET]

OFFSET

[FEET]

ELEVATION

[FEET]

MARKER

DESCRIPTION

200 0 + 2.352 46.209 L 58.000 MAG AND

WASHER

201 1 + 49.673 46.634 L 57.990 MAG AND

WASHER

202 2 + 80.029 47.236 L 57.986 MAG AND

WASHER

203 4 + 26.822 47.441 L 57.970 MAG AND

WASHER

204 5 + 81.880 47.034 L 57.987 MAG AND

WASHER

205 7 + 30.901 47.054 L 58.000 MAG AND

WASHER

CONTROL POINTS

NUMBER STATION

[FEET]

OFFSET

[FEET]

ELEVATION

[FEET]

MARKER

DESCRIPTION

206 8 + 91.088 46.481 L 58.034 MAG AND

WASHER

207 10 + 47.423 38.858 L 58.015 MAG AND

WASHER

208 10 + 07.640 45.426 R 57.951 MAG AND

WASHER

209 9 + 07.144 47.198 R 57.996 MAG AND

WASHER

210 7 + 56.728 46.194 R 57.992 MAG AND

WASHER

211 6 + 03.298 46.091 R 58.000 MAG AND

WASHER

CONTROL POINTS

NUMBER STATION

[FEET]

OFFSET

[FEET]

ELEVATION

[FEET]

MARKER

DESCRIPTION

212 4 + 56.998 45.992 R 58.016 MAG AND

WASHER

213 3 + 04.791 45.889 R 58.015 MAG AND

WASHER

214 1 + 60.140 45.350 R 58.034 MAG AND

WASHER

215 -0 - 00.315 46.085 R 58.008 MAG AND

WASHER

216 -1 - 48.287 4.082 R 58.004 MAG AND

WASHER

CENTER LINE MARKER LOCATIONS

NUMBER

STATION

[FEET]

OFFSET

[FEET]

LOCATION

DESCRIPTION

MARKER

DESCRIPTION

10000 0+00.000 0.000 ON CENTER LINE STA.

0+00

MAG AND

WASHER

10001 10+00.000 0.000 ON CENTER LINE STA.

10+00

MAG AND

WASHER

10002 -1-30.000 0.000 ON CENTER LINE STA.

-1-30

MAG AND

WASHER

10003 -0-30.000 0.000 ON CENTER LINE STA.

0-30

MAG AND

WASHER

10004 2+98.000 0.000 ON CENTER LINE STA.

2+98

MAG AND

WASHER

10005 9+00.000 0.000 ON CENTER LINE STA.

9+00

MAG AND

WASHER

SIGNAL PROCESSING UNIT

LOCATIONS

NUMBER STATION

[FEET]

OFFSET

[FEET] DESCRIPTION

SPU 1-S 0 + 50 51.198 R CABINET

SPU 1-N 1 + 30 51.323 L CABINET

SPU 2-S 1 + 95 51.198 R CABINET

SPU 2-N 2 + 85 51.323 L CABINET

SPU 3-S 3 + 95 51.198 R CABINET

SPU 3-N 4 + 70 51.323 L CABINET

SPU 4-S 5 + 55 51.198 R CABINET

SPU 4-N 6 + 05 51.323 L CABINET

SPU 5-S 6 + 75 51.198 R CABINET

SPU 5-N 7 + 25 51.323 L CABINET

SPU 6-S 8 + 15 51.198 R CABINET

SPU 6-N 9 + 20 51.323 L CABINET

SHEET OF

BUILDING PLAN AND SURVEY CONTROL

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-103

CENTER LINE MARKER - MAG NAIL

CONTROL POINT - MAG NAIL

HANDHOLE

MANHOLE

SPU (SIGNAL PROCESSING UNIT)

WATER LINE CONNECTION

WATER SHUT-OFF VALVE

LIGHT CAN

WATER SUPPLY LINE

PROJECT EXTENTS

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-GNRL.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

B B

A A5.00'

2.00'

5.00'

EXISTING

NORTH STRIP

EXISTING

SOUTH STRIP

EXISTING 22.5' LONG X 12.6'

WIDE SAMPLING AREA (SEE

SHEET G-101 FOR DETAILS)

(SEE NOTE 2)

PROVIDE TEMPORARY

BRIDGING TO PREVENT

AGGREGATES FROM

ENTERING THE GAP.

TO BE REMOVED

POST-PAVING

30.00'

PAVEMENT

OVERRUN

AREA

P-401

(SEE NOTE 1)

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

TACK COAT

PROVIDE TEMPORARY BRIDGING TO PREVENT

AGGREGATES FROM ENTERING THE GAP.

TO BE REMOVED POST-PAVING

EXISTING PROTECTIVE

BRIDGING TO REMAIN

0.25'

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

TACK COAT

PROVIDE TEMPORARY BRIDGING TO PREVENT

AGGREGATES FROM ENTERING THE GAP.

TO BE REMOVED POST-PAVING

EXISTING PROTECTIVE

BRIDGING TO REMAIN

0.25'

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

LEGEND:

REMOVE EXISTING P-401 PLANT MIX BITUMINOUS PAVEMENT

PLAN VIEW

SCALE: 1"=5'

SECTION C-C

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

SECTION A-A (NORTH STRIP)

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

SECTION B-B (SOUTH STRIP)

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

NOTES:

1. P-401 TO BE MILLED DOWN TO THE CONCRETE SURFACE.

2. EXISTING SAMPLING AREA TO BE MILLED BEFORE TEST STRIPS TO VERIFY

THE MILL TEETH ARE CUTTING EVENLY. ENTIRE SAMPLING AREA TO BE

MILLED THREE INCHES DEEP.

3. REFER TO P-101MR SPECIFICATION DOCUMENT FOR ADDITIONAL

REQUIREMENTS.

NOTE: SEE SHEET G-101 FOR EXISTING TEST RIG DETAILS

SHEET OF

DEMOLITION PLAN

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-104

DEMOLITION MILLING EXTENTS

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NORTH WALL

SOUTH WALL

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-CONS.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

B B

A A5.00'

2.00'

5.00'

PROPOSED

NORTH STRIP

PROPOSED

SOUTH STRIP

EXISTING 22.5' LONG X 12.6'

WIDE SAMPLING AREA (SEE

SHEET G-101 FOR DETAILS)

(SEE NOTE 4)

PROVIDE TEMPORARY

BRIDGING TO PREVENT

AGGREGATES FROM

ENTERING THE GAP.

TO BE REMOVED

POST-PAVING

30.00'

PAVEMENT

OVERRUN

AREA

NORTH STRIP

(SEE NOTE 1)

SOUTH STRIP

(SEE NOTE 2)

P-401

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

FORM SIDES TO PROVIDE

CLEAN VERTICAL FACES,

NOT TO BE SAW CUT

(TYPICAL FOR ALL)

P-401 (SEE NOTE 1)

TACK COAT (SEE NOTE 3)

PROVIDE TEMPORARY BRIDGING TO PREVENT

AGGREGATES FROM ENTERING THE GAP.

TO BE REMOVED POST-PAVING

EXISTING PROTECTIVE

BRIDGING TO REMAIN

0.25'

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

EXISTING TEST AREA UNDERLAY

(SEE DETAIL ON SHEET G-101)

P-401 (SEE NOTE 2)

250 MIL OPENING GASKET TO BE

INSTALLED BY THE ENGINEER

TACK COAT (SEE NOTE 3)

PROVIDE TEMPORARY BRIDGING TO PREVENT

AGGREGATES FROM ENTERING THE GAP.

TO BE REMOVED POST-PAVING

EXISTING PROTECTIVE

BRIDGING TO REMAIN

0.25'

PLAN VIEW

SCALE: 1"=5'

SECTION C-C

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

SECTION A-A (NORTH STRIP)

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

SECTION B-B (SOUTH STRIP)

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

NOTE: SEE SHEET G-101 FOR EXISTING TEST RIG DETAILS

LEGEND:

P-401 PG 64-22 (GRADATION 2) ASPHALT PAVEMENT

NOTES:

1. PLACE THE NORTH SIDE TEST STRIP IN ONE 3" COMPACTED LIFT.

2. PLACE THE SOUTH SIDE TEST STRIP IN TWO 3" COMPACTED LIFTS.

3. NEAT ASPHALT BINDER (I.E., PG 64-22) SHALL BE APPLIED BETWEEN LIFTS

AND ON TOP OF THE CONCRETE AS A TACK COAT, AT AN APPLICATION RATE

OF 0.05 – 0.10 GAL/YD2.

4. CLEAN MILLED SURFACE AND PLACE 3" P-401 PG 64-22 (GRADATION 2)

ASPHALT PAVEMENT USING CONSTRUCTION PRACTICES ANTICIPATED FOR

NORTH AND SOUTH TEST STRIPS.

SHEET OF

TEST ITEM PLAN AND PROFILE

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

G-201

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NORTH WALL

SOUTH WALL

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-CONS.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

5.00'

2.00'

5.00'

PROPOSED

NORTH STRIP

PROPOSED

SOUTH STRIP

30.00'

PAVEMENT

OVERRUN

AREA

SG6N0.0, SG6N1.5, SG6N3.0

POT3-N

LVDT1-NW LVDT2-NE

JDG6N

ECS6-N

T0N, T1N, T2N, T3N

LVDT2-SELVDT1-SW

JDG6S

ECS6-S

POT3-S

JDG1S

JDG1N

T T0S, T1S, T2S, T3S, T4S, T5S, T6S

SG6S0.0, SG6S1.5, SG6S3.0, SG6S4.5, SG6S6.0

SG4.8N3.0

EG5.2N0.5

SG4.8S6.0

SG3.5N3.0

SG3.5S6.0

SG2.3N3.0

SG2.3S6.0

EG1.8S0.5, EG1.8S3.0

SG1N0.0, SG1N1.5, SG1N3.0

SG1S0.0, SG1S1.5, SG1S3.0, SG1S4.5, SG1S6.0

REFLECTIVE CRACKING DAQ CABINET

EG4.3N1.5

EG3.5N0.5

EG2.6N1.5

EG1.8N0.5

EG2.6S1.5

EG3.5S0.5, EG3.5S3.0

EG4.3S1.5

EG5.2S0.5, EG5.2S3.0

NORTH STRIP SOUTH STRIPP-401

EXISTING TEST AREA UNDERLAY

T6S

T5S

T4S

T3S

T2S

T1S

T0SSG1S0.0

SG1S1.5

SG1S3.0

SG1S4.5

SG1S6.0

SG2.3S6.0 SG3.5S6.0 SG4.8S6.0

SG6S0.0

SG6S1.5

SG6S3.0

SG6S4.5

SG6S6.0

EG1.8S0.5 EG3.5S0.5

EG5.2S0.5

EG4.3S1.5EG2.6S1.5

EG5.2S3.0

EG3.5S3.0EG1.8S3.0

SG1N0.0

SG1N1.5

SG1N3.0SG2.3N3.0SG3.5N3.0SG4.8N3.0

SG6N0.0

SG6N1.5

SG6N3.0

EG1.8N0.5EG3.5N0.5

EG5.2N0.5

EG4.3N1.5 EG2.6N1.5

T3N

T2N

T1N

T0N

POT3-SPOT3-N

LVDT2-SE, LVDT2-SELVDT1-NE, LVDT1-NW

JDG1SJDG1NJDG6N JDG6S

ECS6-S

ECS6-N

INSTRUMENT KEY

JDG JOINT DISPLACEMENT GAUGE T TERMOCOUPLE

SG SURFACE STRAIN GAUGE EG EMBEDDED STRAIN GAUGE

POT POTENTIOMETER LVDT LINEAR VARIABLE TRANSDUCER

ECS EDDY CURRENT SENSOR

NOTE:

SG = SURFACE STRAIN GAUGE

EG = EMBEDDED STRAIN GAUGE

T = THERMOCOUPLE

POT = POTENTIOMETER

LVDT = LINEAR VARIABLE DISPLACEMENT

TRANSDUCER

JDG = JOINT DISPLACEMENT GAUGE

ECS = EDDY CURRENT SENSOR

PLAN VIEW

SCALE: 1"=3'

SECTION C-C

HORIZONTAL SCALE: 1"=3'

VERTICAL SCALE: 1"=0.3'

LEGEND:

SHEET OF

INSTRUMENTATION PLAN AND PROFILE

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-201

0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+500+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

NORTH WALL

SOUTH WALL

EXISTING INSTRUMENTATION

SENSOR ID SENSOR LOCATION SENSOR TYPE X STA, FT Y OFFSET, FT ELEVATION, FT DEPTH FROM SURFACE, IN STATUS

POT1-N NORTH POTENTIOMETER 8+76.07 -16.44 57.42 4.88 N/WORKING

POT2-N NORTH POTENTIOMETER 8+76.07 -18.94 57.42 4.88 N/WORKING

POT3-N NORTH POTENTIOMETER 8+76.07 -20.44 57.42 4.88 WORKING

LVDT1-NW NORTHWEST DISPLACEMENT 8+61.07 -22.44 57.41 8.00 WORKING

LVDT2-NE NORTHEAST DISPLACEMENT 8+91.07 -22.44 57.41 8.00 WORKING

JDG1N NORTH JOINT DISPLACEMENT GAUGE 8+76.07 -16.44 57.58 3.00 TBD

JDG6N NORTH JOINT DISPLACEMENT GAUGE 8+76.07 -21.44 57.58 3.00 TBD

ECS6-N NORTH DISPLACEMENT MEASUREMENT 8+76.07 -21.44 57.58 3.00 TBD

POT1-S SOUTH POTENTIOMETER 8+76.07 -14.44 57.42 7.88 N/WORKING

POT2-S SOUTH POTENTIOMETER 8+76.07 -11.94 57.42 7.88 N/WORKING

POT3-S SOUTH POTENTIOMETER 8+76.07 -10.44 57.42 7.88 WORKING

LVDT1-SW SOUTHWEST DISPLACEMENT 8+61.07 -8.44 57.41 8.00 WORKING

LVDT2-SE SOUTHEAST DISPLACEMENT 8+91.07 -8.44 57.41 8.00 WORKING

JDG1S SOUTH JOINT DISPLACEMENT GAUGE 8+76.07 -14.44 57.58 6.00 TBD

JDG6S SOUTH JOINT DISPLACEMENT GAUGE 8+76.07 -9.44 57.58 6.00 TBD

ECS6-S SOUTH DISPLACEMENT MEASUREMENT 8+76.07 -9.44 57.58 6.00 TBD

NEW INSTRUMENTATION

SENSOR ID SENSOR LOCATION SENSOR TYPE X STA, FT Y OFFSET, FT ELEVATION, FT DEPTH FROM SURFACE, IN

SG1N0.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -16.44 57.60 3.00

SG1N1.5 NORTH SURFACE STRAIN GAUGE 8+76.07 -16.44 57.71 1.50

SG1N3.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -16.44 57.83 0.00

SG2.3N3.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -17.69 57.83 0.00

SG3.5N3.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -18.94 57.83 0.00

SG4.8N3.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -20.19 57.83 0.00

SG6N0.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -21.44 57.60 3.00

SG6N1.5 NORTH SURFACE STRAIN GAUGE 8+76.07 -21.44 57.71 1.50

SG6N3.0 NORTH SURFACE STRAIN GAUGE 8+76.07 -21.44 57.83 0.00

EG1.8N0.5 NORTH EMBEDDED STRAIN GAUGE 8+76.07 -16.27 57.62 2.50

EG2.6N1.5 NORTH EMBEDDED STRAIN GAUGE 8+76.07 -17.11 57.71 1.50

EG3.5N0.5 NORTH EMBEDDED STRAIN GAUGE 8+76.07 -17.94 57.62 2.50

EG4.3N1.5 NORTH EMBEDDED STRAIN GAUGE 8+76.07 -18.77 57.71 1.50

EG5.2N0.5 NORTH EMBEDDED STRAIN GAUGE 8+76.07 -19.61 57.62 2.50

T0N NORTH THERMOCOUPLE 8+77.07 -20.44 57.58 3.00

T1N NORTH THERMOCOUPLE 8+77.07 -20.44 57.66 2.00

T2N NORTH THERMOCOUPLE 8+77.07 -20.44 57.75 1.00

T3N NORTH THERMOCOUPLE 8+77.07 -20.44 57.83 0.00

SG1S0.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -14.44 57.60 6.00

SG1S1.5 SOUTH SURFACE STRAIN GAUGE 8+76.07 -14.44 57.71 4.50

SG1S3.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -14.44 57.83 3.00

SG1S4.5 SOUTH SURFACE STRAIN GAUGE 8+76.07 -14.44 57.96 1.50

SG1S6.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -14.44 58.08 0.00

SG2.3S6.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -13.19 58.08 0.00

SG3.5S6.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -11.94 58.08 0.00

SG4.8S6.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -10.69 58.08 0.00

SG6S0.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -9.44 57.60 6.00

SG6S1.5 SOUTH SURFACE STRAIN GAUGE 8+76.07 -9.44 57.71 4.50

SG6S3.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -9.44 57.83 3.00

SG6S4.5 SOUTH SURFACE STRAIN GAUGE 8+76.07 -9.44 57.96 1.50

SG6S6.0 SOUTH SURFACE STRAIN GAUGE 8+76.07 -9.44 58.08 0.00

EG1.8S0.5 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -14.61 57.62 5.50

EG2.6S1.5 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -13.77 57.71 4.50

EG1.8S3.0 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -14.61 57.83 3.00

EG3.5S0.5 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -12.94 57.62 5.50

EG4.3S1.5 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -12.11 57.71 4.50

EG3.5S3.0 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -12.94 57.83 3.00

EG5.2S0.5 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -11.27 57.62 5.50

EG5.2S3.0 SOUTH EMBEDDED STRAIN GAUGE 8+76.07 -11.27 57.83 3.00

T0S SOUTH THERMOCOUPLE 8+77.07 -10.44 57.58 6.00

T1S SOUTH THERMOCOUPLE 8+77.07 -10.44 57.66 5.00

T2S SOUTH THERMOCOUPLE 8+77.07 -10.44 57.75 4.00

T3S SOUTH THERMOCOUPLE 8+77.07 -10.44 57.83 3.00

T4S SOUTH THERMOCOUPLE 8+77.07 -10.44 57.91 2.00

T5S SOUTH THERMOCOUPLE 8+77.07 -10.44 58.00 1.00

T6S SOUTH THERMOCOUPLE 8+77.07 -10.44 58.08 0.00

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

LEGEND:

ETHERNET CABLE

PHYSICAL ENCLOSURE

REFLECTIVE CRACK DAQ

NI CHASSIS

CONTROL ROOM

DAQ

COMPUTER

NETWORK

SWITCH

NI9235 X 8

NI9237 X 3

NI EXPANSION

NI9235 X 1

NI9214 X 1

NI9239 X 3

NETWORK

SWITCH

HMA-NORTH

POT (X3)

JDG (X2)

SG (X9)

EG (X6)

T (X4)

ECS (X1)

LVDT (X2)

HMA-SOUTH

POT (X3)

JDG (X2)

SG (X13)

EG (X9)

T (X7)

ECS (X1)

LVDT (X2)

MODULE INPUT CHANNELS

NI9214 TEMPERATURE 16

NI9235 QUARTER BRIDGE 8

NI9237 FULL BRIDGE 4

NI9239 ANALOG 4

NOTE:

SG = SURFACE STRAIN GAUGE

EG = EMBEDDED STRAIN GAUGE

T = THERMOCOUPLE

POT = POTENTIOMETER

LVDT = LINEAR VARIABLE DISPLACEMENT

TRANSDUCER

JDG = JOINT DISPLACEMENT GAUGE

ECS = EDDY CURRENT SENSOR

SHEET OF

INSTRUMENTATION ONE-LINE DIAGRAM

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-601

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

SHEET OF

INSTRUMENTATION WIRING SCHEDULE

CRIO 9035 CHASSIS

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-602

TEST

STRIP SENSOR

WIRE

COLOR TERMINAL BLOCK (TEST STRIP)

TRUNK

LINE

WIRE

COLOR TERMINAL BLOCK (DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

SOUTH

EG2S0.0

BLK

A A

#1 SOUTH

WHT/BLK

A A

1 EX0

BLU B B WHT/BRN B B GRN 2 AI0

BRN C C BLK C C WHT 3 RC0

EG2S1.5

BLK D D WHT/RD D D RD

13 EX1

BLU E E BRN E E GRN 14 AI1

BRN F F RD F F WHT 15 RC1

EG2S3.0

BLK G G WHT/ORG G G RD

4 EX2

BLU H H WHT/YEL H H GRN 5 AI2

BRN J J ORG J J WHT 6 RC2

EG3S0.0

BLK K K WHT/GRN K K RD

16 EX3

BLU L L YEL L L GRN 17 AI3

BRN M M GRN M M WHT 18 RC3

EG3S1.5

BLK N N WHT/BLU N N RD

7 EX4

BLU P P WHT/VIO P P GRN 8 AI4

BRN R R BLU R R WHT 9 RC4

EG3S3.0

BLK S S WHT/GRY S S RD

19 EX5

BLU T T VIO T T GRN 20 AI5

BRN U U GRY U U WHT 21 RC5

EG4S0.0

BLK V V WHT/BLK V V RD

10 EX6

BLU W W WHT/PNK W W GRN 11 AI6

BRN X X WHT X X WHT 12 RC6

EG4S1.5

BLK Y Y WHT/TAN Y Y RD

22 EX7

BLU Z Z PNK Z Z GRN 23 AI7

BRN a a TAN a a WHT 24 RC7

ALL

SHIELDS SH SH SH SH SH

EG4S3.0

BLK b b

#2 SOUTH

WHT/BLK b b RD

1 EX0

BLU c c WHT/BRN c c GRN 2 AI0 BRN d d BLK d d WHT 3 RC0

SG1S0.0

BLU STRIPE e e WHT/RD e e RD

13 EX1

MIDDLE f f BRN f f GRN 14 AI1 END g g RD g g WHT 15 RC1

SG1S1.5

BLU STRIPE h h WHT/ORG h h RD

4 EX2

MIDDLE i i WHT/YEL i i GRN 5 AI2 END j j ORG j j WHT 6 RC2

SG1S3.0

BLU STRIPE k k WHT/GRN k k RD

16 EX3

MIDDLE m m YEL m m GRN 17 AI3 END n n GRN n n WHT 18 RC3

SG1S4.5

BLU STRIPE p p WHT/BLU p p RD

7 EX4

MIDDLE q q WHT/VIO q q GRN 8 AI4 END r r BLU r r WHT 9 RC4

SG1S6.0

BLU STRIPE s s WHT/GRY s s RD

19 EX5

MIDDLE t t VIO t t GRN 20 AI5 END u u GRY u u WHT 21 RC5

SG2S6.0

BLU STRIPE v v WHT/BLK v v RD

10 EX6

MIDDLE w w WHT/PNK w w GRN 11 AI6 END x x WHT x x WHT 12 RC6

SG3S6.0

BLU STRIPE y y WHT/TAN y y RD

22 EX7

MIDDLE z z PNK z z GRN 23 AI7

END AA AA TAN AA AA WHT 24 RC7

ALL

SHIELDS SH SH SH SH SH

TEST

STRIP SENSOR

WIRE

COLOR TERMINAL BLOCK (TEST STRIP)

TRUNK

LINE

WIRE

COLOR TERMINAL BLOCK (DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

SOUTH

SG4S6.0

BLU STRIPE

A A

#3 SOUTH

WHT/BLK

A A

1 EX0

MIDDLE B B WHT/BRN B B GRN 2 AI0

END C C BLK C C WHT 3 RC0

SG5S0.0

BLU STRIPE D D WHT/RD D D RD

13 EX1

MIDDLE E E BRN E E GRN 14 AI1

END F F RD F F WHT 15 RC1

SG5S1.5

BLU STRIPE G G WHT/ORG G G RD

4 EX2

MIDDLE H H WHT/YEL H H GRN 5 AI2

END J J ORG J J WHT 6 RC2

SG5S3.0

BLU STRIPE K K WHT/GRN K K RD

16 EX3

MIDDLE L L YEL L L GRN 17 AI3

END M M GRN M M WHT 18 RC3

SG5S4.5

BLU STRIPE N N WHT/BLU N N RD

7 EX4

MIDDLE P P WHT/VIO P P GRN 8 AI4

END R R BLU R R WHT 9 RC4

SG5S6.0

BLU STRIPE S S WHT/GRY S S RD

19 EX5

MIDDLE T T VIO T T GRN 20 AI5

END U U GRY U U WHT 21 RC5

TBD1

V V WHT/BLK V V RD

10 EX6

W W WHT/PNK W W GRN 11 AI6

X X WHT X X WHT 12 RC6

TBD2

Y Y WHT/TAN Y Y RD

22 EX7

Z Z PNK Z Z GRN 23 AI7

a a TAN a a WHT 24 RC7

ALL

SHIELDS SH SH SH SH SH

TBD3

b b

#4 SOUTH

WHT/BLK b b RD

1 EX0

c c WHT/BRN c c GRN 2 AI0 d d BLK d d WHT 3 RC0

TBD4

e e WHT/RD e e RD

13 EX1

f f BRN f f GRN 14 AI1 g g RD g g WHT 15 RC1

TBD5

h h WHT/ORG h h RD

4 EX2

i i WHT/YEL i i GRN 5 AI2 j j ORG j j WHT 6 RC2

TBD6

k k WHT/GRN k k RD

16 EX3

m m YEL m m GRN 17 AI3 n n GRN n n WHT 18 RC3

TBD7

p p WHT/BLU p p RD

7 EX4

q q WHT/VIO q q GRN 8 AI4 r r BLU r r WHT 9 RC4

TBD8

s s WHT/GRY s s RD

19 EX5

t t VIO t t GRN 20 AI5 u u GRY u u WHT 21 RC5

TBD9

v v WHT/BLK v v RD

10 EX6

w w WHT/PNK w w GRN 11 AI6 x x WHT x x WHT 12 RC6

TBD10

y y WHT/TAN y y RD

22 EX7

z z PNK z z GRN 23 AI7

AA AA TAN AA AA WHT 24 RC7

ALL

SHIELDS SH SH SH SH SH

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

SHEET OF

INSTRUMENTATION WIRING SCHEDULE

CRIO 9035 CHASSIS

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-603

TEST STRIP SENSOR WIRE COLOR TERMINAL BLOCK (TEST STRIP) TRUNK LINE WIRE COLOR TERMINAL BLOCK

(DAQ) WIRE COLOR CHANNEL PIN LABEL MODULE

SOUTH

TBD12

A A

J3 #5 SOUTH

WHT/BLK

A A

1 EX0

B B WHT/BRN B B GRN 2 AI0

C C BLK C C WHT 3 RC0

TBD13

D D WHT/RD D D RD

13 EX1

E E BRN E E GRN 14 AI1

F F RD F F WHT 15 RC1

TBD14

G G WHT/ORG G G RD

4 EX2

H H WHT/YEL H H GRN 5 AI2

J J ORG J J WHT 6 RC2

TBD15

K K WHT/GRN K K RD

16 EX3

L L YEL L L GRN 17 AI3

M M GRN M M WHT 18 RC3

TBD16

N N WHT/BLU N N RD

7 EX4

P P WHT/VIO P P GRN 8 AI4

R R BLU R R WHT 9 RC4

TBD17

S S WHT/GRY S S RD

19 EX5

T T VIO T T GRN 20 AI5

U U GRY U U WHT 21 RC5

TBD18

V V WHT/BLK V V RD

10 EX6

W W WHT/PNK W W GRN 11 AI6

X X WHT X X WHT 12 RC6

TBD19

Y Y WHT/TAN Y Y RD

22 EX7

Z Z PNK Z Z GRN 23 AI7

a a TAN a a WHT 24 RC7

ALL SHIELDS SH SH SH SH SH

NORTH

EG1.8N0.5

BLK

A A

J4 #11 NORTH

WHT/BLK

A A

1 EX0

BLU B B WHT/BRN B B GRN 2 AI0

BRN C C BLK C C WHT 3 RC0

EG2.6N1.5

BLK D D WHT/RD D D RD

13 EX1

BLU E E BRN E E GRN 14 AI1

BRN F F RD F F WHT 15 RC1

EG3.5N0.5

BLK G G WHT/ORG G G RD

4 EX2

BLU H H WHT/YEL H H GRN 5 AI2

BRN J J ORG J J WHT 6 RC2

EG4.3N1.5

BLK K K WHT/GRN K K RD

16 EX3

BLU L L YEL L L GRN 17 AI3

BRN M M GRN M M WHT 18 RC3

EG5.2N0.5

BLK N N WHT/BLU N N RD

7 EX4

BLU P P WHT/VIO P P GRN 8 AI4

BRN R R BLU R R WHT 9 RC4

SG1N0.0

BLU STRIPE S S WHT/GRY S S RD

19 EX5

GRY-MIDDLE T T VIO T T GRN 20 AI5

GRY-END U U GRY U U WHT 21 RC5

SG1N1.5

BLU STRIPE V V WHT/BLK V V RD

10 EX6

GRY-MIDDLE W W WHT/PNK W W GRN 11 AI6

GRY-END X X WHT X X WHT 12 RC6

SG1N3.0

BLU STRIPE Y Y WHT/TAN Y Y RD

22 EX7

GRY-MIDDLE Z Z PNK Z Z GRN 23 AI7

GRY-END a a TAN a a WHT 24 RC7

ALL SHIELDS SH SH SH SH SH

TEST STRIP SENSOR WIRE COLOR TERMINAL BLOCK (TEST STRIP) TRUNK LINE WIRE COLOR TERMINAL BLOCK

(DAQ) WIRE COLOR CHANNEL PIN LABEL MODULE

NORTH

SG2.3N3.0

BLU STRIPE

P4 b b

J4 #12 NORTH

WHT/BLK

P4 b b

1 EX0

GRY-MIDDLE c c WHT/BRN c c GRN 2 AI0 GRY-END d d BLK d d WHT 3 RC0

SG3.5N3.0

BLU STRIPE e e WHT/RD e e RD

13 EX1

GRY-MIDDLE f f BRN f f GRN 14 AI1 GRY-END g g RD g g WHT 15 RC1

SG4.8N3.0

BLU STRIPE h h WHT/ORG h h RD

4 EX2

GRY-MIDDLE i i WHT/YEL i i GRN 5 AI2 GRY-END j j ORG j j WHT 6 RC2

SG6N0.0

BLU STRIPE k k WHT/GRN k k RD

16 EX3

GRY-MIDDLE m m YEL m m GRN 17 AI3 GRY-END n n GRN n n WHT 18 RC3

SG6N1.5

BLU STRIPE p p WHT/BLU p p RD

7 EX4

GRY-MIDDLE q q WHT/VIO q q GRN 8 AI4 GRY-END r r BLU r r WHT 9 RC4

SG6N3.0

BLU STRIPE s s WHT/GRY s s RD

19 EX5

GRY-MIDDLE t t VIO t t GRN 20 AI5 GRY-END u u GRY u u WHT 21 RC5

TBD1

v v WHT/BLK v v RD

10 EX6

w w WHT/PNK w w GRN 11 AI6 x x WHT x x WHT 12 RC6

TBD2

y y WHT/TAN y y RD

22 EX7

z z PNK z z GRN 23 AI7

AA AA TAN AA AA WHT 24 RC7

ALL SHIELDS SH SH SH SH SH

NORTH

TBD3

A A

J5 #13 NORTH

WHT/BLK

A A

1 EX0

B B WHT/BRN B B GRN 2 AI0

C C BLK C C WHT 3 RC0

TBD4

D D WHT/RD D D RD

13 EX1

E E BRN E E GRN 14 AI1

F F RD F F WHT 15 RC1

TBD5

G G WHT/ORG G G RD

4 EX2

H H WHT/YEL H H GRN 5 AI2

J J ORG J J WHT 6 RC2

TBD6

K K WHT/GRN K K RD

16 EX3

L L YEL L L GRN 17 AI3

M M GRN M M WHT 18 RC3

TBD7

N N WHT/BLU N N RD

7 EX4

P P WHT/VIO P P GRN 8 AI4

R R BLU R R WHT 9 RC4

TBD8

S S WHT/GRY S S RD

19 EX5

T T VIO T T GRN 20 AI5

U U GRY U U WHT 21 RC5

TBD9

V V WHT/BLK V V RD

10 EX6

W W WHT/PNK W W GRN 11 AI6

X X WHT X X WHT 12 RC6

TBD10

Y Y WHT/TAN Y Y RD

22 EX7

Z Z PNK Z Z GRN 23 AI7

a a TAN a a WHT 24 RC7

ALL SHIELDS SH SH SH SH SH

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

TEST

STRIP SENSOR WIRE

COLOR TERMINAL BLOCK (TEST STRIP) TRUNK

LINE

WIRE

COLOR

TERMINAL BLOCK

(DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

NORTH

LVDT1-NW

A A

#15 NORTH

BLK

A A

EXC0+

GRN B B BRN B B GRN AI0+

BLK C C WHT/BLK C C BLK EX0-

WHT D D WHT/BRN D D WHT AI0-

RD E E RD E E BLU RS0+

BLK F F WHT/RD F F BRN RS0-

LVDT2-NE

RD G G ORG G G RD

EXC1+

GRN H H YEL H H GRN AI1+

BLK J J WHT/ORG J J BLK EX1-

WHT K K WHT/YEL K K WHT AI1-

RD L L GRN L L BLU RS1+

BLK M M WHT/GRN M M BRN RS1-

JDG1N

RD N N BLU N N RD

EXC2+

GRN P P VIO P P GRN AI2+

BLK R R WHT/BLU R R BLK EX2-

WHT S S WHT/VIO S S WHT AI2-

RD T T GRY T T BLU RS2+

BLK U U WHT/GRY U U BRN RS2-

JDG6N

RD V V WHT V V RD

EXC3+

GRN W W PNK W W GRN AI3+

BLK X X WHT/BLK X X BLK EX3-

WHT Y Y WHT/PNK Y Y WHT AI3-

RD Z Z TAN Z Z BLU RS3+

BLK a a WHT/TAN a a BRN RS3-

ALL

SHIELDS SH SH SH SH SH

SOUTH

TBD 1-S

RD b b

#7 SOUTH

BLK b b RD

EXC0+

GRN c c BRN c c GRN AI0+ BLK d d WHT/BLK d d BLK EX0- WHT e e WHT/BRN e e WHT AI0- RD f f RD f f BLU RS0+ BLK g g WHT/RD g g BRN RS0-

TBD 2-S

RD h h ORG h h RD

EXC1+

GRN i i YEL i i GRN AI1+ BLK j j WHT/ORG j j BLK EX1- WHT k k WHT/YEL k k WHT AI1- RD m m GRN m m BLU RS1+ BLK n n WHT/GRN n n BRN RS1-

ALL

SHIELDS SH SH SH SH SH

NORTH

TBD 1-N

P7 p p

J7 #16 NORTH

BLU

P7 p p

EXC2+

GRN q q VIO q q GRN AI2+ BLK r r WHT/BLU r r BLK EX2- WHT s s WHT/VIO s s WHT AI2- RD t t GRY t t BLU RS2+ BLK u u WHT/GRY u u BRN RS2-

NO SENSOR

CONNECTION

RD v v WHT v v RD

EXC3+

GRN w w PNK w w GRN AI3+ BLK x x WHT/BLK x x BLK EX3- WHT y y WHT/PNK y y WHT AI3- RD z z TAN z z BLU RS3+

BLK AA AA WHT/TAN AA AA BRN RS3-

ALL

SHIELDS SH SH SH SH SH

TEST

STRIP SENSOR WIRE

COLOR TERMINAL BLOCK (TEST STRIP) TRUNK

LINE

WIRE

COLOR

TERMINAL BLOCK

(DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

NORTH

TBD7

P5 b b

J5 #14 NORTH

WHT/BLK

P5 b b

1 EX0

c c WHT/BRN c c GRN 2 AI0 d d BLK d d WHT 3 RC0

TBD8

e e WHT/RD e e RD

13 EX1

f f BRN f f GRN 14 AI1 g g RD g g WHT 15 RC1

TBD9

h h WHT/ORG h h RD

4 EX2

i i WHT/YEL i i GRN 5 AI2 j j ORG j j WHT 6 RC2

TBD10

k k WHT/GRN k k RD

16 EX3

m m YEL m m GRN 17 AI3 n n GRN n n WHT 18 RC3

TBD11

p p WHT/BLU p p RD

7 EX4

q q WHT/VIO q q GRN 8 AI4 r r BLU r r WHT 9 RC4

TBD12

s s WHT/GRY s s RD

19 EX5

t t VIO t t GRN 20 AI5 u u GRY u u WHT 21 RC5

TBD13

v v WHT/BLK v v RD

10 EX6

w w WHT/PNK w w GRN 11 AI6 x x WHT x x WHT 12 RC6

TBD14

y y WHT/TAN y y RD

22 EX7

z z PNK z z GRN 23 AI7

AA AA TAN AA AA WHT 24 RC7

ALL

SHIELDS SH SH SH SH SH

SOUTH

LVDT1-SW

A A

J6 #6 SOUTH

BLK

A A

EXC0+

GRN B B BRN B B GRN AI0+

BLK C C WHT/BLK C C BLK EX0-

WHT D D WHT/BRN D D WHT AI0-

RD E E RD E E BLU RS0+

BLK F F WHT/RD F F BRN RS0-

LVDT2-SE

RD G G ORG G G RD

EXC1+

GRN H H YEL H H GRN AI1+

BLK J J WHT/ORG J J BLK EX1-

WHT K K WHT/YEL K K WHT AI1-

RD L L GRN L L BLU RS1+

BLK M M WHT/GRN M M BRN RS1-

JDG1S

RD N N BLU N N RD

EXC2+

GRN P P VIO P P GRN AI2+

BLK R R WHT/BLU R R BLK EX2-

WHT S S WHT/VIO S S WHT AI2-

RD T T GRY T T BLU RS2+

BLK U U WHT/GRY U U BRN RS2-

JDG6S

RD V V WHT V V RD

EXC3+

GRN W W PNK W W GRN AI3+

BLK X X WHT/BLK X X BLK EX3-

WHT Y Y WHT/PNK Y Y WHT AI3-

RD Z Z TAN Z Z BLU RS3+

BLK a a WHT/TAN a a BRN RS3-

ALL

SHIELDS SH SH SH SH SH

SHEET OF

INSTRUMENTATION WIRING SCHEDULE

NI 9149 EXPANSION

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-604

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

TEST

STRIP SENSOR

WIRE

COLOR TERMINAL BLOCK (TEST STRIP)

TRUNK

LINE

WIRE

COLOR

TERMINAL BLOCK

(DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

SOUTH

POT1-S

A A

J8 #8 SOUTH

BLK

A A

12VDC

BLK B B WHT/BLK B B BLK

GND

ORG C C BRN C C GRN AI0+

BLK D D WHT/BRN D D WHT AI0-

POT2-S

RD E E RD E E RD

12VDC

BLK F F WHT/RD F F BLK

GND

ORG G G ORG G G GRN AI1+

BLK H H WHT/ORG H H WHT AI1-

POT3-S

RD J J YEL J J RD

12VDC

BLK K K WHT/YEL K K BLK

GND

ORG L L GRN L L GRN AI2+

BLK M M WHT/GRN M M WHT AI2-

TBD1-S

RD N N BLU N N RD

12VDC

BLK P P WHT/BLU P P BLK

GND

GRN R R VIO R R GRN AI3+

WHT S S WHT/VIO S S WHT AI3-

ALL

SHIELDS SH SH SH SH SH

NORTH

POT1-N

A A

J9 #17 NORTH

BLK

A A

12VDC

BLK B B WHT/BLK B B BLK

GND

ORG C C BRN C C GRN AI0+

BLK D D WHT/BRN D D WHT AI0-

POT2-N

RD E E RD E E RD

12VDC

BLK F F WHT/RD F F BLK

GND

ORG G G ORG G G GRN AI1+

BLK H H WHT/ORG H H WHT AI1-

POT3-N

RD J J YEL J J RD

12VDC

BLK K K WHT/YEL K K BLK

GND

ORG L L GRN L L GRN AI2+

BLK M M WHT/GRN M M WHT AI2-

TBD1-N

RD N N BLU N N RD

12VDC

BLK P P WHT/BLU P P BLK

GND

GRN R R VIO R R GRN AI3+

WHT S S WHT/VIO S S WHT AI3-

ALL

SHIELDS SH SH SH SH SH

SOUTH

LC-S

BRN

T T

J8 #8 SOUTH

GRY

T T

12VDC

BLU U U WHT/GRY U U BLK

GND

WHT V V WHT V V GRN AI0+

BLU W W WHT/BLK W W WHT AI0-

ECS6-S

BRN X X PNK X X RD

12VDC

BLU Y Y WHT/PNK Y Y BLK

GND

WHT Z Z TAN Z Z GRN AI1+

BLU a a WHT/TAN a a WHT AI1-

ALL

SHIELDS SH SH SH SH SH

NORTH

LC-N

BRN

T T

J9 #17 NORTH

GRY

T T

12VDC

BLU U U WHT/GRY U U BLK

GND

WHT V V WHT V V GRN AI2+

BLU W W WHT/BLK W W WHT AI2-

ECS6-N

BRN X X PNK X X RD

12VDC

BLU Y Y WHT/PNK Y Y BLK

GND

WHT Z Z TAN Z Z GRN AI3+

BLU a a WHT/TAN a a WHT AI3-

ALL

SHIELDS SH SH SH SH SH

TEST

STRIP SENSOR

WIRE

COLOR TERMINAL BLOCK (TEST STRIP)

TRUNK

LINE

WIRE

COLOR

TERMINAL BLOCK

(DAQ)

WIRE

COLOR CHANNEL PIN LABEL MODULE

SOUTH

T0S

P12

1 1

J12 #9 SOUTH

BLU

P12

1 1

J12

TC0+

2 2 RD 2 2 TC0-

T1S

3 3 BLU 3 3

TC1+

4 4 RD 4 4 TC1-

T2S

5 5 BLU 5 5

TC2+

6 6 RD 6 6 TC2-

T3S

7 7 BLU 7 7

TC3+

8 8 RD 8 8 TC3-

T4S

9 9 BLU 9 9

TC4+

10 10 RD 10 10 TC4-

T5S

11 11 BLU 11 11

TC5+

12 12 RD 12 12 TC5-

T6S

13 13 BLU 13 13

TC6+

14 14 RD 14 14 TC6-

TBD1

15 15 BLU 15 15

TC7+

16 16 RD 16 16 TC7-

ALL

SHIELDS SH SH SH SH SH

NORTH

T0N

P13

1 1

J13 #18 NORTH

BLU

P13

1 1

J13

TC0+

2 2 RD 2 2 TC0-

T1N

3 3 BLU 3 3

TC1+

4 4 RD 4 4 TC1-

T2N

5 5 BLU 5 5

TC2+

6 6 RD 6 6 TC2-

T3N

7 7 BLU 7 7

TC3+

8 8 RD 8 8 TC3-

TBD1

9 9 BLU 9 9

TC4+

10 10 RD 10 10 TC4-

TBD2

11 11 BLU 11 11

TC5+

12 12 RD 12 12 TC5-

TBD3

13 13 BLU 13 13

TC6+

14 14 RD 14 14 TC6-

TBD4

15 15 BLU 15 15

TC7+

16 16 RD 16 16 TC7-

ALL

SHIELDS SH SH SH SH SH

SHEET OF

INSTRUMENTATION WIRING SCHEDULE

NI 9149 EXPANSION

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-605

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

N.T.S.

A B C

BLK

WHT/BLK

BRN

GRN

WHT

GRN

WHT

P4 J4

TRUNK LINE

EXC0

AI0

RC0

(CH0)

NI 9235

A B C

BLK A

B C

BLU

BRN

SENSOR LINE

EMBEDDED STRAIN GAUGE

P4 J4

BLK

BLU

BRN

EMBEDDED STRAIN GAUGE

D E F

GRN

WHT

GRN

WHT

EXC1

AI1

RC1

(CH0)

WHT/BRN

WHT/RD

D E F

N.T.S.

GRN

WHT

GRN

WHT

P1 J1

(CH0)

NI 9235

b c d

EXC0

AI0

RC0

GRN

WHT

GRN

WHT

(CH0)

3e f g

EXC0

AI0

RC0

BLK

WHT/BLK

BRN

TRUNK LINE

WHT/BRN

WHT/RD

b c d e f g b c d e f g b c d e f g

BLUE

STRIPE

MIDDLE

END

SENSOR LINE

SURFACE STRAIN GAUGE

P1 J1

BLUE

STRIPE

MIDDLE

END

SURFACE STRAIN GAUGE

SHEET OF

INSTRUMENTATION SENSOR DETAIL

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-606

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

BRN T

V U

WHT

BLU

WHT/GRY

GRY

GRN

BLK

12 VDC TERMINAL

GRN

DC GROUND

P8 J8

TRUNK LINESENSOR LINE

AI0+

(CH0)

NI 9239

P8 J8

BLU WHT

WHT AI0-

(CH0)

WHT/BLK

BLK

T V U

1 2 3

ANCHOR PLATE

N.T.S.

EDDY

CURRENT

A B C

RD A

B C

A B C

GRN

BLK

WHT/BLK

BLK

GRN

BLK

GRN

BLK

P6 J6

TRUNK LINESENSOR LINE

EXC0+

AI0+

EX0-

(CH0)

NI 9237

P6 J6

D E F

WHT

BLK

WHT/RD

WHT

BLU

BRN

WHT

BLU

BRN

AI0-

RS0+

RS0-

(CH0)

WHT/BRN

BRN

D E F

OSCILLATION

OUTPUT

INPUT

OUTPUT

LINEAR VARIABLE DISPLACEMENT TRANSDUCER

SHIELD

RD N

P R

GRN

BLK

WHT/BLU

BLU

GRN

BLK

GRN

BLK

P6 J6

TRUNK LINESENSOR LINE

EX2+

AI2+

EX2-

(CH2)

NI 9237

P6 J6

WHT

BLK

WHT/GRY

GRY

WHT

BLU

BRN

WHT

BLU

BRN

AI2-

RS0+

RS0-

WHT/VIO

VIO

S T U

(CH2)

N P R

S T U

N P R

S T U

N P R

S T U

JOINT DISPLACEMENT GAUGE

N.T.S.

SHEET OF

INSTRUMENTATION SENSOR DETAIL

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-607

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

A B C

RD A

B C

A B C

GRN

BLK

WHT/BLK

BLK

GRN

BLK

12 VDC TERMINAL

GRN

DC GROUND

P8 J8

TRUNK LINESENSOR LINE

AI0+

(CH0)

NI 9239

P8 J8

DWHT WHT

WHT AI0-

(CH0)

WHT/BRN

BRN

D D D

POTENTIOMETER

BLU

RED

TRUNK LINE

8 PAIR CABLE

SENSOR LINE

TC0+

NI 9214

P12 P12

TC0-

2THERMOCOUPLE

P12 P12

N.T.S.

SHEET OF

INSTRUMENTATION SENSOR DETAIL

NAPTF REFLECTIVE CRACKING INDOORS PHASE VII2022-02-15

Q-608

FOR

NO. REVISIONS DATE BY CHK APR

NAME DATE

DRAWN

CHECKED

FILE: REFL-CRACK-PHAVII-INST.DWG SIZE: ANSI D SCALE: AS NOTED

NATIONAL

AIRPORT PAVEMENT

TEST FACILITY

ATLANTIC CITY

AIRPORT

NEW JERSEY 08234

DRAWING NUMBER:

ARA

C.TOMLINSON

APPLIED RESEARCH ASSOCIATES, INC.

2628 FIRE ROAD, SUITE 200

EGG HARBOR TOWNSHIP

NEW JERSEY 08234

PHONE: (609) 380-4240

10% FOR REVIEW 10/13/2021 __ C.T.

30% FOR REVIEW 11/12/2021 __ C.T.

60% FOR REVIEW 12/17/2021 __ C.T.

1 REFL-CRACK-PHAVII-GNRL-COVER SHEET

Sheets and Views

COVER SHEET

2 REFL-CRACK-PHAVII-GNRL-GENERAL NOTES

Sheets and Views

GENERAL NOTES

3 REFL-CRACK-PHAVII-CONS-TESTING AREA EXISTING CONDITIONS PLAN

Sheets and Views

TESTING AREA EXISTING CONDITIONS PLAN

4 REFL-CRACK-PHAVII-GNRL-SITE ACCESS HAULING AND STAGING AREA

Sheets and Views

SITE ACCESS HAULING AND STAGING AREA

5 REFL-CRACK-PHAVII-GNRL-BUILDING PLAN AND SURVEY CONTROL

Sheets and Views

BUILDING PLAN AND SURVEY CONTROL

6 REFL-CRACK-PHAVII-CONS-DEMOLITION PLAN

Sheets and Views

DEMOLITION PLAN

7 REFL-CRACK-PHAVII-CONS-TEST ITEM PLAN AND PROFILE

Sheets and Views

TEST ITEM PLAN AND PROFILE

8 REFL-CRACK-PHAVII-INST-INSTRUMENTATION PLAN AND PROFILE

Sheets and Views

INSTRUMENTATION PLAN AND PROFILE

9 REFL-CRACK-PHAVII-INST-INSTRUMENTATION ONE-LINE DIAGRAM

Sheets and Views

INSTRUMENTATION ONE-LINE DIAGRAM

10 REFL-CRACK-PHAVII-INST-INSTRUMENTATION WIRING SCHEDULE cRIO 9035 CHASSIS

Sheets and Views

INSTRUMENTATION WIRING SCHEDULE cRIO 9035 CHASSIS

11 REFL-CRACK-PHAVII-INST-INSTRUMENTATION WIRING SCHEDULE cRIO 9035 CHASSIS_

Sheets and Views

INSTRUMENTATION WIRING SCHEDULE cRIO 9035 CHASSIS_

12 REFL-CRACK-PHAVII-INST-INSTRUMENTATION WIRING SCHEDULE NI 9149 EXPANSION

Sheets and Views

INSTRUMENTATION WIRING SCHEDULE NI 9149 EXPANSION

13 REFL-CRACK-PHAVII-INST-INSTRUMENTATION WIRING SCHEDULE NI 9149 EXPANSION_

Sheets and Views

INSTRUMENTATION WIRING SCHEDULE NI 9149 EXPANSION_

14 REFL-CRACK-PHAVII-INST-INSTRUMENTATION SENSOR DETAIL

Sheets and Views

INSTRUMENTATION SENSOR DETAIL

15 REFL-CRACK-PHAVII-INST-INSTRUMENTATION SENSOR DETAIL_

Sheets and Views

INSTRUMENTAION SENSOR DETAIL_

16 REFL-CRACK-PHAVII-INST-INSTRUMENTATION SENSOR DETAIL__

Sheets and Views

INSTRUMENTATION SENSOR DETAIL__

File details come from the government source that posted it. Updated Jun 21, 2022.