Agenda 07/24/2012 Item #16A 5EXECUTIVE SUMMARY
Recommendation for approval to remove posted load restrictions of "Single Unit Truck; 31
tons" and "Combined Truck; 34 tons" on bridge numbers 030138, 030139, 030140 and
030141 east of S.R. 29 on Immokalee Road, Project Number 66066.
OBJECTI VI . To remove rested load restrictions which no longer apply on Immokalee Road per
Florida -,,epartm--- of Transportation (FDOT)/ Federal Highway Administration (FHWA) letter
notification dated June 13, 2012.
CONSIDERATIONS• On March 13, 2012, the board approved item 16A7 providing for the
posting of the load restrictions on bridges 030138, 030139, 030140 and 030141 as required by
Florida Department of Transportation (FDOT)/ Federal Highway Administration (FHWA) as
well as providing authority to pursue studies to determine measures to lift these restrictions via
rehab, repair or replacement.
Load Restrictions inhibit the convenient movement of Freight & Goods. If the load restriction is
complied with, it restricts the payload for trucking. If the restrictions are not complied with, the
bridge may be subjected to loads that could cause damage. Collier County has a total of ten
bridges posted with load restrictions. Four of those bridges are in the five -year program for
replacement; 030161, 030177, 034026 and 034028. The four bridges on Immokalee Road, along
with two bridges in Golden Gate City comprise the remainder.
A study of the four bridges on Immokalee Road was performed by Collier County. Because there
were no visible signs of stress or deterioration the study focused on proving that the concrete and
steel in the structure were stronger than what was used in the load ratings. Samples of concrete
and steel were taken from non - critical areas in the bridges and tested for strength. The test results
were used in calculating new load ratings, which proved that the structures were capable of
handling legal loads. These findings along with the su .porting calculations were submitted to
FDOT on April 13, 2012, for review and approval. By letter dated June 13, 2012, FDOT
approved the new load ratings and concurred with our -'gilding that the posting of load limits were
no longer required.
FISCAL IMPACT: Funds in the amount of $200.0(' -e available in the Road and Bridge Fund
101, Traffic Operations for the removal of signs.
LEGAL CONSIDERATIONS: This item has ' een reviewed - _I approved by the County
Attorney's Office, is legally sufficient for Board action and ,y requires a majority vote for
approval -SRT
GROWTH MANAGEMENT IMPACT! There is no im act or conflict for this item with the
growth management plan.
RECOMMENDATION: Request the Board to dire t the County Manager or his designee to
remove signs posting FDOT /FHWA mandated loco restrictions of "Single Unit Truck: 31 tons"
Packet Page -1341-
and "Combination Truck: 34 tons" on bridge numbers 030138, 030139, 030140 and 030141 east
of S.R. 29 on llnmokalee Road.
Prepared By: Gary R. Putaansuu, P.E., Principal Project Manager, Transportation Engineering
Attachments: (1) FDOT Notification Letter dated June 13, 2012, (2) Collier County Letter dated
April 13, 2012, (3) WilsonMiller Stantec Letter dated April 3, 2012 (4) Load Rating Report
sealed April 2, 2012
Packet Page -1342-
7/24/2012 Item 16.A.5.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.5.
Item Summary: Recommendation for approval to remove posted load restrictions of
"Single Unit Truck; 31 tons" and "Combined Truck; 34 tons" on bridge numbers 030138,
030139, 030140 and 030141 east of S.R. 29 on Immokalee Road, Project Number 66066.
Meeting Date: 7/24/2012
Prepared By
Name: PutaansuuGary
Title: Project Manager, Principal,Transportation Engineer
6/22/2012 11:05:29 AM
Submitted by
Title: Project Manager, Principal,Transportation Engineer
Name: PutaansuuGary
6/22/2012 11:05:31 AM
Approved By
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 6/25/2012 11:21:48 AM
Name: TaylorLisa
Title: Management /Budget Analyst,Transportation Administr
Date: 6/26/2012 10:14:24 AM
Name: AhmadJay
Title: Director - Transportation Engineering,Transportation Engineering & Construction Management
Date: 6/28/2012 3:09:22 PM
Name: Tara Castillo
Title: Fiscal Technician,Transportation Engineering & Con
Date: 6/29/2012 10:43:29 AM
Packet Page -1343-
Name: LynchDiane
Title: Administrative Assistant
Date: 6/29/2012 2:55:53 PM
Name: TeachScott
Title: Deputy County Attorney,County Attorney
Date: 7/3/2012 10:36:29 AM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 7/3/2012 1:38:44 PM
Name: TeachScott
Title: Deputy County Attomey,County Attorney
Date: 7/3/2012 2:22:17 PM
Name: KlatzkowJeff
Title: County Attorney
Date: 7/3/2012 4:00:54 PM
Name: UsherSusan
Title: Management/Budget Analyst, Senior,Office of Manage
Date: 7/12/2012 11:34:16 AM
Name: KlatzkowJeff
Title: County Attorney
Date: 7/12/2012 1:27:39 PM
Name: OchsLeo
Title: County Manager
Date: 7/12/2012 4:25:48 PM
Packet Page -1344-
7/24/2012 Item 16.A.5.
?/24/2012 Item 16.A.5.
Florida Department of .Transportation
RICK SCOTT District Structures Maintenance Office ANANTH PRASAD, P.E.
GOVERNOR 2916 Leslie Road, Tampa, FL 33619 SECRETARY
Office: 813 - 975 -7570 — Fax: 813- 975 -7595
June 13, 2012
Gary Putaansuu P.E.
Principle Project Manager
Collier County Transportation Maintenance
2885 South Horseshoe Drive
Naples, FL 34104
Reference: Posting Compliance
District 1 Local Govemment Owned Bridge Inspection Program
Bridge ID: 030138 / CR 846 Over Drainage Canal
Bridge ID: 0301391 CR 846 Over Drainage Canal
Bridge ID: 030140 / CR 846 Over Drainage Canal
Bridge ID: 030141 / CR 846 Over Drainage Canal
Dear Mr. Putaansuu:
The Department has reviewed the submitted load rating analyses dated April 2, 2012, performed
by Collier County. The new load ratings that were received are approved. Therefore, the referenced
bridges no longer need to be posted for legal loads and all posting signs may be removed at the county's
preference.
Should any questions arise, please contact me at 813 -975 -7586.
Sincerely,
r James J. Jacobsen, P.E.,
District Structures Maintenance Engineer
Attachment
cc: Luis Juarbe, P.E., FDOT District 1
Robert Little, P.E., ICA
Robert Fielding, P.E., Centurion
a
1"'E, & G.M. DWL
www.dotstate.fl.us
Packet Page -1345-
7/24/2012 Item 16.A.5.
Collier county
Growth Management Division
April 13, 2012
James Jacobsen
District Structures Maintenance Engineer
Florida Department of Transportation
2916 Leslie Road
Tampa, FL 33619
Reference: Bridge Load Rating Reports
Bridge No. 030138, CR 846 over Drainage Canal
Bridge No. 030139, CR 846 over Drainage Canal
Bridge No. 030140, CR 846 over Drainage Canal
Bridge No. 03 014 1, CR 846 over Drainage Canal
Dear Mr. Jacobsen:
WilsonMiller Stantec has completed their inspection and load rating analysis for the subject bridges which were
recently posted for load limits. Through sampling and testing of the concrete and rebar in the structures, they have
determined that the load limits are not required. Please review the attached report and advise us if you concur
with their findings.
Please call if there are questions: (239) 252 -5876
Sincerely,
Gary R. Putaansuu, P.E.
Principal Project Manager
Roads, Stormwater and Bridge Section
Transportation Engineering Department
CC: Gene Calvert, P.E., Traffic Operations Vattachment
John Vliet, Director of Road and Bridge
Travis Gossard, Superintendent of Road and Bridge Vattachment
Ramiro Ponce, Bridge Supervisor
Attachment
File: 66066.2 load limits
Growth Management D v6w - 2885 South Horseshoe Drive • Naples, Florida 34104.239 -252 -8192 • FAX 239 - 252 -2726
Packet Page -1346-
I fsonMi/ler
WilsonMiller, Inc.
3200 Bailey Lane #200
Naples, FL 34105
April 4, 2012
Ms. Margaret Bishop, P.E.
Collier County Transportation Engineering and
Construction Management Department
(Collier County TECM)
2885 So. Horseshoe Drive
Naples, FL 34104
Reference: Bridge Load Rating Reports
Bridge ID: 030138 / CR 846 over Drainage Canal
Bridge ID: 030139 / CR 846 over Drainage Canal
Bridge ID: 030140 / CR 846 over Drainage Canal
Bridge ID: 030141 / CR 846 over Drainage Canal
WilsonMiller Stantec Project No. 215810064
Dear Ms. Bishop:
7/24/2012 Item 16.x,.5.
.k Stantec
We have completed our inspection and load rating analyses for the subject bridges. These
services were requested by the County to investigate if it was possible to eliminate the load limit
postings currently in force. The current load postings were recently installed as a result of load
ratings performed by FDOT.
We have determined that the current load limit postings for these four bridges are not required.
The attached load rating summaries, calculations and test reports provide the basis for our
determination. We recommend submitting this letter and all attachments to FDOT for their
concurrence prior to removing the posted load limit signs.
It is our intent to also include the results of the load rating analyses in the Appendix of the
Bridge Assessment Reports for these bridges when completed.
A summary of our approach and findings follows:
1. Our in -depth inspection of the bridges concluded t'- at the structural slabs are in good
condition with no signs of significant deterioration.
2. With the assistance of a subcontractor, we performed Ground Penetrating Radar scans
of all four bridges to facilitate the location of the rei orcing steel bars.
3. With the assistance of the Collier County Road and Maintenance Department, we
performed some destructive testing that included:
a. Removal of the concrete cover from the longitudinal steel in the bottom of the
slab to allow direct measurement of the actual bar size and spacing at two of the
bridges.
Packet Page -1347-
lWsgnMiller
WilsonMiller, Inc.
3200 Bailey Lane #200
Naples, FL 34105
7/24/2012 Item 16.A.5.
4k Stantec
b. Removal of a total of 4 reinforcing steel bar samples from 2 of the bridges. These
bars were removed from edge of the curb so that the capacity of the slab was not
compromised by the removal of the bars.
c. Extraction of 1 concrete core and some large sections of concrete from Bridge
No. 030141to allow for compression testing.
d. The County coated the exposed steel with galvanizing spray and patched the
concrete that was removed.
4. By direct measurement, we confirmed that the primary longitudinal reinforcement in the
bottom of the slabs is #6. bars at 5.25 inch spacing which is in agreement with the
reinforcing pattern shown on the circa 1948 FDOT Index Sheet 2224 — a copy is
attached to the load rating summary.
5. We sent the 4 reinforcing bar samples to the Houston Metallurgical Laboratory in
Houston, Texas for tensile testing per ASTM E8 and ASTM A370. The attached test
reports confirmed that the reinforcing steel used in these bridges was Grade 40 steel.
6. The concrete cores were tested by Ardaman & Associates, Inc. for compression. The
attached test reports yielded an average compressive strength of 4,500 psi. The cores
were not full size which typically results in lower compressive strengths. The actual
compressive strengths are likely higher but we decided to use these results to be
conservative.
7. The load rating calculations were performed using the VIRTIS computer program and
- the Load Factor Design method. The complete input and output results for each bridge
are attached as copies of .txt files. For comparison, we first performed analyses of each
bridge using the same assumptions included in the FDOT load ratings (using SALOD
with Fy =33ksi and fc =3,000 psi) and obtained excellent agreement.
Please let me know if you have any questions. You can reach me by telephone at 239 - 216 -1370
or by e-mail at ralph.verrastro(a7stantec.com.
Respectfully,
WilsonMiller, Inc.
Ralph Verrastro, PE
Senior Project Manager, Bridges
1)
Packet Page - 1348
COLLIER COUNTY, FLORIDA
BRIDGE LOAD RATINGS
Bridge
No. 030138
Bridge
No. 030139
Bridge
No. 030140
Bridge
No. 030141
March 2012
C oer County
60^1111110
Prepared by:
Wilsollmiller
New Directions In Planning, Design & Engineering
WilsonMiller, Inc.
3200 Bailey Lane
Suite 200
Naples, FL 34105
Packet Page -1349-
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Paee 1 of 4
7/24/2012 Item 16.A.5.
Bridge Name: 030138
NBI Structure ID: 030138
Bridge ID: 030138
Analyzed By: Virtis
Analyze Date: Monday, April 02, 2012 10:41:22
Analysis Engine: BRASS - GIRDER - Version 6.00.03 - Apr. 14, 2010 ** BRASS Export Version
6.2.0.3001
Report By: virtis
Report Date: Monday, April 02, 2012 10:43:00
Structure Definition Name: End Span (Similar to Intermediate Span)
Member Name: Concrete Slab
Member Alternative Name: Concrete Slab
Packet Page -1351-
file: / /C:\Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
7/24/2012 Item 16.A.5.
030138 Input.txt
AGENCY AASHTO
BRIDGE -NAME 030138, /
030138
TITLE Member: Concrete Slab
COMMENT Member Alt: Concrete Slab
ANALYSIS 1, 0, 21, , 0.000600, 1, 1, 0, 1
COMMENT Cross Section 1
COMMENT Beam Name: Sec-1
XSECT -A 1
XSECT-B 12.0000, 12.0000
XSECT-G 5, 0.670, 4, 1.5000
XSECT-G 1, 2.290, 6, 1.5000
COMMENT Span 1
SPAN -A 1, 14.1700, 10
SPAN -WEB- GENERAL 1, 12.0000, 1, 14.1700, 12.0000
SPAN -C 1, 14.1700, 1,
FIXITY 1, 1, 0, 0, 1, 0
PROPERTIES -RC 150.000, 3865.202, 8.000, 4.500, 40.00, 40.00
PROPERTIES -RCB 4.500, 7.503
COMMENT Stirrup Schedules
STIRRUP - SCHEDULE 1, NA, 0.0000, 0.0000, 14.1700, 100.00,/
0, 0, 1.000, ,
DEAD -LOAD 1, , , 0.000, 0.000, 0.000
COMMENT DC1
LOAD -DESCR 1, 1, 0.00, DC1
UNIFORM -DL1 1, 0.0000, 0.1500, 14.1700, 0.1500
COMMENT DW
LOAD -DESCR 2, 1, 0.00, DW
UNIFORM -DL1 1, 0.0000, 0.0250, 14.1700, 0.0250
UNIFORM -DL1 1, 0.0000, 0.0250, 14.1700, 0.0250
LIVE -LOAD 3, 0.1910, 100.00, 100, 0.0000, ,
COMMENT BRASS uses the dist. factors for moment as wheel fractions.
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -IMP 30.00, 30.00, 30.00, 30.00, 30.00, 30.00
TRUCK -IMP 30.00, 30.00, 30.00, 30.00
SPECIAL -TRUCK 1, 4.000, 14.000, 16.000, 14.000
SPECIAL -TRUCK 1, 16.000, , , , 1,/
HS_20- 44_ -1,/
Truck: AASHTO H 20 -S 16 Loading, 1944 Ed
SPECIAL -LANE 2, 0.3200, 13.000, 9.000, 36.000,/
HS_20- 44_ -3,/
Lane: AASHTO H 20 -S 16 Loading, 1944 Edi
SPECIAL -TRUCK 3, 6.000, 10.000, 11.000, 20.000
SPECIAL -TRUCK 3, 11.000, , , , ,/
C3 -7,/
Truck:
SPECIAL -TRUCK 4, 3.650, 10.000, 11.000, 21.830
SPECIAL -TRUCK 4, 11.000, 4.170, 11.000,
C4 -10,/
Truck:
SPECIAL -TRUCK 5, 5.000, 10.000, 10.000, 4.170
SPECIAL -TRUCK 5, 10.000, 17.670, 7.500, 4.170
SPECIAL -TRUCK 5, 7.500, , , , ,/
C5 -13,/
Truck:
SPECIAL -TRUCK 6, 6.700, 14.000, 26.650, 14.000
SPECIAL -TRUCK 6, 26.650, , , , ,/
FL120 -16,/
Page 1
Packet Page -1352-
7,124/2012 Item 16.A.5.
030138 Input.txt
Truck:
SPECIAL -TRUCK 7, 4.000, 27.000, 9.000, 4.000
SPECIAL -TRUCK 7, 9.000, 12.000, 9.000, 24.000
SPECIAL -TRUCK 7, 9.000, , , , ,/
ST5 -19,/
Truck:
SPECIAL -TRUCK 8, 6.000, 13.000, 11.000,
SU2 -22,/
Truck:
SPECIAL -TRUCK 9, 11.000, 11.000, 11.000, 4.170
SPECIAL -TRUCK 9, 11.000, , , , ,/
SU3 -25,/
Truck:
SPECIAL -TRUCK 10, 6.950, 9.170, 9.350, 4.170
SPECIAL -TRUCK 10, 9.3.50, 4.170, 9.350,
SU4 -28,/
Truck:
DESIGN 3, 1
COMMENT LFD Load Levels
COMMENT Using system default LFD factors.
INVENTORY 1.300, 1.000, 1.670, 0.900, 0.850, 0.900
OPERATING 1.300, 1.000, 1.000
Page 2
Packet Page -1353-
Pace 2 of 4
7/24/2012 Item 16.A.5.
Load Factor Rating Summary
Note:
"N /A" indicates not applicable
Packet Page -1354 -
file://C:\Program Files\ AASHTOWARE \Virtis62 \Reports\LFDReport.XML 4/2/2012
Rating
Capacity
Location
Live
Load
Factor
Controls
(Ton)
Span
(ft)
Percent
Impact
Lane
HS _
ULTIMATE
As
As
40
Inventory
0.747
MOMENT
26.90
1
7.09
50.0
Requested
Requested
CAPACITY
ULTIMATE
As
As
Operating
1.248
MOMENT
44.93
1
7.09
50.0
Requested
Requested
CAPACITY
C3
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
1.815
MOMENT
50.83
1
7.09
50.0
Requested
Requested
CAPACITY
C4
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
1.276
MOMENT
46.78
1
5.67
40.0
Requested
Requested
CAPACITY
C5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
1.404
MOMENT
56.17
1
5.67
40.0
Requested
Requested
CAPACITY
FL120
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
0.749
MOMENT
44.96
1
7.09
50.0
Requested
Requested
CAPACITY
ST5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
1.541
MOMENT
61.63
1
7.09
50.0
Requested
Requested
CAPACITY
SU2
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
As
As
Operating
1.815
MOMENT
30.86
1
7.09
50.0
Requested
Requested
CAPACITY
SU3
Inventory
* *
* *
* *
ULTIMATE
As
As
Operating
1.276
MOMENT
42.12
1
5.67
40.0
Requested
Requested
CAPACITY
SU4
Inventory
* *
* *
* *
ULTIMATE
As
As
Operating
1.173
MOMENT
41.07
1
7.09
50.0
Requested
Requested
CAPACITY
Note:
"N /A" indicates not applicable
Packet Page -1354 -
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7/24/2012 Item 16.A.5.
Bridge Name: 030139
NBI Structure ID: 030139
Bridge ID: 030139
Analyzed By:. Virtis
Analyze Date: Monday, April 02, 2012 10:51:42
Analysis Engine: BRASS- GIRDER - Version 6.00.03 - Apr. 14, 2010 ** BRASS Export Version
6.2.0.3001
Report By: virtis
Report Date: Monday, April 02, 2012 10:52:13
Structure Definition Name: End Span (Similar to Intermediate Span)
Member Name: Concrete Slab
Member Alternative Name: Concrete Slab
Packet Page -1356 -
file://C:\Program Files\ AASHTOWARE \Virtis62\Reports \LFDReport.XML 4/2/2012
7124/2012 Item 16.A.5.
AGENCY AASHTO 030139 Input.txt
BRIDGE -NAME 030139, /
030139
TITLE Member: Concrete Slab
COMMENT Member Alt: Concrete Slab
ANALYSIS 1, 0, 21, , 0.000600, 1, 1, 0, , , 1
COMMENT Cross Section 1
COMMENT Beam Name: Sec-1
XSECT -A 1
XSECT-B 12.0000, 12.0000
XSECT-G 5, 0.670, 4, 1.5000
XSECT -G 1, 2.290, 6, 1.5000
COMMENT Span 1
SPAN -A 1, 14.1700, 10
SPAN -WEB- GENERAL 1, 12.0000, 1, 14.1700, 12.0000
SPAN -C 1, 14.1700, 1,
FIXITY 1, 1, 0, 0, 1, 0
PROPERTIES -RC 150.000, 3865.202, 8.000, 4.500, 40.00, 40.00
PROPERTIES -RCB 4.500, 7.503
COMMENT Stirrup Schedules
STIRRUP - SCHEDULE 1, NA, 0.0000, 0.0000, 14.1700, 100.00,/
0, 0, 1.000, ,
DEAD -LOAD 1, , , , 0.000, 0.000, 0.000
COMMENT DC1
LOAD -DESCR 1, 1, 0.00, DC1
UNIFORM -DL1 1, 0.0000, 0.1500, 14.1700, 0.1500
COMMENT DW
LOAD -DESCR 2, 1, 0.00, DW
UNIFORM -DL1 1, 0.0000, 0.0250, 14.1700, 0.0250
UNIFORM -DL1 1, 0.0000, 0.0150, 14.1700, 0.0150
LIVE -LOAD 3, 0.1910, 100.00, 100, 0.0000, ,
COMMENT BRASS uses the dist. factors for moment as wheel fractions.
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -IMP 30.00, 30.00, 30.00, 30.00, 30.00, 30.00
TRUCK -IMP 30.00, 30.00, 30.00, 30.00
SPECIAL -TRUCK 1, 4.000, 14.000, 16.000, 14.000
SPECIAL -TRUCK 1, 16.000, , , , 1,/
HS_20- 44_ -1,/
Truck: AASHTO H 20 -S 16 Loading, 1944 Ed
SPECIAL -LANE 2, 0.3200, 13.000, 9.000, 36.000,/
HS_20- 44_ -3,/
Lane: AASHTO H 20 -5 16 Loading, 1944 Edi
SPECIAL -TRUCK 3, 6.000, 10.000, 11.000, 20.000
SPECIAL -TRUCK 3, 11.000, , , , ,/
C3 -7,/
Truck:
SPECIAL -TRUCK 4, 3.650, 10.000, 11.000, 21.830
SPECIAL -TRUCK 4, 11.000, 4.170, 11.000,
C4 -10,/
Truck:
SPECIAL -TRUCK 5, 5.000, 10.000, 10.000, 4.170
SPECIAL -TRUCK 5, 10.000, 17.670, 7.500, 4.170
SPECIAL -TRUCK 5, 7.500, , , , ,/
C5 -13,/
Truck:
SPECIAL -TRUCK 6, 6.700, 14.000, 26.650, 14.000
SPECIAL -TRUCK 6, 26.650, , , , ,/
FL120 -16,/
Page 1
Packet Page -1357-
7/24/2012 Item 16.A.5.
030139 Input.txt
Truck:
SPECIAL -TRUCK 7, 4.000, 27.000, 9.000, 4.000
SPECIAL -TRUCK 7, 9.000, 12.000, 9.000, 24.000
SPECIAL -TRUCK 7, 9.000, , , , ,/
ST5 -19,/
Truck:
SPECIAL -TRUCK 8, 6.000, 13.000, 11.000,
SU2 -22,/
Truck:
SPECIAL -TRUCK 9, 11.000, 11.000, 11.000, 4.170
SPECIAL -TRUCK 9, 11.000, , , , ,/
SU3 -25,/
Truck:
SPECIAL -TRUCK 10, 6.950, 9.170, 9.350, 4.170
SPECIAL -TRUCK 10, 9.350, 4.170, 9.350,
SU4 -28,/
Truck:
DESIGN 3, 1
COMMENT LFD Load Levels
COMMENT Using system default LFD factors.
INVENTORY 1.300, 1.000, 1.670, 0.900, 0.850, 0.900
OPERATING 1.300, 1.000, 1.000
Page 2
Packet Page -1358-
Paae 2 of 4
7/24/2012 Item 16.A.5.
Note:
"N /A" indicates not applicable
Packet Page -1359 -
file://C: \Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
Load Factor Rating Summary
Rating
Capacity
Location
Live
Load
Factor
Controls
(Ton)
Span
(ft)
Percent
Impact
Lane
HS _
ULTIMATE
As
As
4 0
Inventory
0.760
MOMENT
27.36
1
7.09
50.0
Requested
Requested
CAPACITY
ULTIMATE
Operating
1.269
MOMENT
45.69
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
C3
Inventory
* *
* *
* *
ULTIMATE
Operating
1.846
MOMENT
51.69
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
C4
Inventory
* *
* *
* *
ULTIMATE
Operating
1.297
MOMENT
47.53
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
C5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.427
MOMENT
57.06
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
FL120
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
0.762
MOMENT
45.72
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
ST5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.567
MOMENT
62.68
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
SU2
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.846
MOMENT
31.39
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
SU3
Inventory
* *
* *
* *
ULTIMATE
Operating
1.297
MOMENT
42.80
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
SU4
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.193
MOMENT
41.77
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
Note:
"N /A" indicates not applicable
Packet Page -1359 -
file://C: \Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
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7/24/2012 Item 16.A.5.
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Pace 1 of 4
7/24/2012 Item 16.A.6.
Bridge Name: 030140
NBI Structure ID: 030140
Bridge ID: 030140
Analyzed By: Virtis
Analyze Date: Monday, April 02, 2012 10:54:49
Analysis Engine: BRASS - GIRDER - Version 6.00.03 - Apr. 14, 2010 ** BRASS Export Version
6.2.0.3001
Report By: virtis
Report Date: Monday, April 02, 2012 10:54:58
Structure Definition Name: End Span (Similar to Intermediate Span)
Member Name: Concrete Slab
Member Alternative Name: Concrete Slab
Packet Page -1361 -
file:HC:\Program Files\AASHTOWARE \Virtis62 \Reports \LFDReport.XML
4/2/2012
7/24/2012 Item 16.A.5.
AGENCY AASHTO 030140 Input.txt
BRIDGE -NAME 030140, /
030140
TITLE Member: Concrete Slab
COMMENT Member Alt: Concrete Slab
ANALYSIS 1, 0, 21, , 0.000600, 1, 1, 0, , , 1
COMMENT Cross Section 1
COMMENT Beam Name: Sec_1
XSECT -A 1
XSECT-B 12.0000, 12.0000
XSECT -G 5, 0.670, 4, 1.5000
XSECT -G 1, 2.290, 6, 1.5000
COMMENT Span 1
SPAN -A 1, 14.1700, 10
SPAN -WEB- GENERAL 1, 12.0000, 1, 14.1700, 12.0000
SPAN -C 1, 14.1700, 1,
FIXITY 1, 11 01 01 11 0
PROPERTIES -RC 150.000, 3865.202, 8.000, 4.500, 40.00, 40.00
PROPERTIES -RCB 4.500, 7.503
COMMENT Stirrup Schedules
STIRRUP - SCHEDULE 1, NA, 0.0000, 0.0000, 14.1700, 100.00,/
0, 0, 1.000, ,
DEAD -LOAD 1, 0.000, 0.000, 0.000
COMMENT DC1
LOAD -DESCR 1, 1, 0.00, DC1
UNIFORM -DL1 1, 0.0000, 0.1500, 14.1700, 0.1500
COMMENT DW
LOAD -DESCR 2, 1, 0.00, DW
UNIFORM -DL1 1, 0.0000, 0.0250, 14.1700, 0.0250
UNIFORM -DL1 1, 0.0000, 0.0050, 14.1700, 0.0050
LIVE -LOAD 3, 0.1910, 100 00, 100, 0.0000, ,
COMMENT BRASS uses the dist. factors for moment as wheel fractions.
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -IMP 30.00, 30.00, 30.00, 30.00, 30.00, 30.00
TRUCK -IMP 30.00, 30.00, 30.00, 30.00
SPECIAL -TRUCK 1, 4.000, 14.000, 16.000, 14.000
SPECIAL -TRUCK 1, 16.000, , , , 1,/
HS_20- 44_ ~1,/
Truck: AASHTO H 20 -5 16 Loading, 1944 Ed
SPECIAL -LANE 2, 0.3200, 13.000, 9.000, 36.000,/
HS_20- 44_ ~3,/
SPECIAL- TRUCKL3,1e 6.000, jo.o00,S11.000, 20.000944 Edi
SPECIAL -TRUCK 3, 11.000, , , , /
C3 ~7,/
Truck:
SPECIAL -TRUCK 4, 3.650, 10.000, 11.000, 21.830
SPECIAL -TRUCK 4, 11.000, 4.170, 11.000,
C4 ~10,/
Truck:
SPECIAL -TRUCK 5, 5.000, 10.000, 10.000, 4.170
SPECIAL -TRUCK 5, 10.000, 17.670, 7.500, 4.170
SPECIAL-TRUCK C5, 7.500, , , , ,/
~13,/
Truck:
SPECIAL -TRUCK 6, 6.700, 14.000, 26.650, 14.000
SPECIAL -TRUCK 6, 26.650, , , ,
FL120 ~16,/
Page 1
Packet Page -1362-
7/24/2012 Item 16.A...
030140 Input.txt
Truck:
SPECIAL -TRUCK 7, 4.000, 27.000, 9.000, 4.000
SPECIAL -TRUCK 7, 9.000, 12.000, 9.000, 24.000
SPECIAL -TRUCK 7, 9.000, , , , ,/
ST5 -19,/
Truck:
SPECIAL -TRUCK 8, 6.000, 13.000, 11.000,
Sul -22,/
Truck:
SPECIAL -TRUCK 9, 11.000, 11.000, 11.000, 4.170
SPECIAL -TRUCK 9, 11.000, , , , ,/
SU3 -25,/
Truck:
SPECIAL -TRUCK 10, 6.950, 9.170, 9.350, 4.170
SPECIAL -TRUCK 10, 9.350, 4.170, 9.350,
SU4 -28,/
Truck:
DESIGN 3, 1
COMMENT LFD Load Levels
COMMENT Using system default LFD factors.
INVENTORY 1.300, 1.000, 1.670, 0.900, 0.850, 0.900
OPERATING 1.300, 1.000, 1.000
Page 2
Packet Page -1363-
Load Factor Rating Summary
Rating Capacity Location
Live
Load Factor Controls (Ton) Span (ft)
HS 20-
As
As
ULTIMATE
Requested
Requested
50.0
44
Inventory
0.773
MOMENT
27.82
1
7.09
**
50.0
As
CAPACITY
Requested
Requested
**
**
**
ULTIMATE
As
As
Requested
Operating
1.291
MOMENT
46.46
1
7.09
As
Requested
CAPACITY
**
**
**
C3
Inventory
**
**
**
**
**
**
**
40.0
ULTIMATE
As
Requested
Requested
Operating
1.877
MOMENT
52.56
1
7.09
Requested
Requested
CAPACITY
**
**
40.0
C4
Inventory
**
**
**
**
**
**
50.0
As
ULTIMATE
Requested
Requested
Operating
1.317
MOMENT
48.28
1
5.67
CAPACITY
C5
Inventory
**
**
**
**
**
ULTIMATE
Operating
1.449
MOMENT
57.96
1
5.67
CAPACITY
FL120
Inventory
**
**
**
**
**
ULTIMATE
Operating
0.775
MOMENT
46.49
1
7.09
CAPACITY
ST5
Inventory
**
**
**
**
**
ULTIMATE
Operating
1.593
MOMENT
63.70
1
5.67
CAPACITY
SU2
Inventory
ULTIMATE
Operating
1.877
MOMENT
31.91
1
7.09
CAPACITY
SU3
Inventory
**
**
**
**
**
ULTIMATE
Operating
1.317
MOMENT
43.47
1
5.67
CAPACITY
SU4
Inventory
**
**
**
**
**
ULTIMATE
Operating
1.213
MOMENT
42.47
1
7.09
CAPACITY
Note:
"N /A" indicates not applicable
PaEie 2 of 4
7/24/2012 Item 16.A.5.
Percent Impact Lane
50.0
As
As
Requested
Requested
50.0
As
As
Requested
Requested
**
**
**
50.0
As
As
Requested
Requested
**
**
**
40.0
As
As
Requested
Requested
**
**
**
40.0
As
As
Requested
Requested
**
**
**
50.0
As
As
Requested
Requested
**
**
**
40.0
As
As
Requested
Requested
**
**
**
50.0
As
As
Requested
Requested
**
**
**
40.0
As
As
Requested
Requested
**
**
**
50.0
As
As
Requested
Requested
Packet Page -1364-
file://CAProgram Files\ AASHTOWARE \Virtis62\Reports \LFDReport.XML
4/2/2012
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Paae 1 of 4
7/24/2012 Item 16.A.5.
Bridge Name: 030141
NBI Structure ID: 030141
Bridge ID: 030141
Analyzed By: Virtis
Analyze Date: Monday, April 02, 2012 10:58:21
Analysis Engine: BRASS - GIRDER - Version 6.00.03 - Apr. 14, 2010 ** BRASS Export Version
6.2.0.3001
Report By: virtis
Report Date: Monday, April 02, 2012 10:58:41
Structure Definition Name: End Span (Similar to Intermediate Span)
Member Name: Concrete Slab
Member Alternative Name: Concrete Slab
Packet Page -1366-
file: //C:\Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
7/24/2012 Item 16.A.5.
030141 Input.txt
AGENCY AASHTO
BRIDGE -NAME 030141, /
030141
TITLE Member: Concrete Slab
COMMENT Member Alt: Concrete Slab
ANALYSIS 1, 0, 21, , 0.000600, 1, 1, 0, , , 1
COMMENT Cross Section 1
COMMENT Beam Name: Sec_1
XSECT -A 1
XSECT -B 12.0000, 12.0000
XSECT -G 5, 0.670, 4, 1.5000
XSECT -G 1, 2.290, 6, 1.5000
COMMENT Span 1
SPAN -A 1, 14.1700, 10
SPAN -WEB- GENERAL 1, 12.0000, 1, 14.1700, 12.0000
SPAN -C 1, 14.1700, 1,
FIXITY 1, 1, 0, 0, 1, 0
PROPERTIES -RC 150.000, 3865.202, 8.000, 4.500, 40.00, 40.00
PROPERTIES -RCB 4.500, 7.503
COMMENT Stirrup Schedules
STIRRUP - SCHEDULE 1, NA, 0.0000, 0.0000, 14.1700, 100.00,/
0, 0, 1.000, ,
DEAD -LOAD 1, , , , 0.000, 0.000, 0.000
COMMENT DC1
LOAD -DESCR 1, 1, 0.00, DC1
UNIFORM -DL1 1, 0.0000, 0.1500, 14.1700, 0.1500
COMMENT DW
LOAD -DESCR 2, 1, 0.00, DW
UNIFORM -DL1 1, 0.0000, 0.0250, 14.1700, 0.0250
UNIFORM -DL1 1, 0.0000, 0.0050, 14.1700, 0.0050
LIVE -LOAD 3, 0.1910, 100.00, 100, 0.0000, ,
COMMENT BRASS uses the dist. factors for moment as wheel fractions.
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -WFR 0.1910, 0.1910, 0.1910, 0.1910
TRUCK -IMP 30.00, 30.00, 30.00, 30.00, 30.00, 30.00
TRUCK -IMP 30.00, 30.00, 30.00, 30.00
SPECIAL -TRUCK 1, 4.000, 14.000, 16.000, 14.000
SPECIAL -TRUCK 1, 16.000, , , , 1,/
HS_20- 44_ -1,/
Truck: AASHTO H 20 -5 16 Loading, 1944 Ed
SPECIAL -LANE 2, 0.3200, 13.000, 9.000, 36.000,/
HS_20- 44_ -3,/
Lane: AASHTO H 20 -S 16 Loading, 1944 Edi
SPECIAL -TRUCK 3, 6.000, 10.000, 11.000, 20.000
SPECIAL -TRUCK 3, 11.000, , , ,
C3 ~7,/
Truck:
SPECIAL -TRUCK 4, 3.650, 10.000, 11.000, 21.830
SPECIAL -TRUCK 4, 11.000, 4.170, 11.000,
C4 -10,/
Truck:
SPECIAL -TRUCK 5, 5.000, 10.000, 10.000, 4.170
SPECIAL -TRUCK 5, 10.000, 17.670, 7.500, 4.170
SPECIAL -TRUCK 5, 7.500, , , , ,/
C5 -13,/
Truck:
SPECIAL -TRUCK 6, 6.700, 14.000, 26.650, 14.000
SPECIAL -TRUCK 6, 26.650, , , , ,/
FL120 -16,/
Page 1
Packet Page -1367-
7/24/2012 Item 16.A.6.
030141 Input.txt
Truck:
SPECIAL -TRUCK 7, 4.000, 27.000, 9.000, 4.000
SPECIAL -TRUCK 7, 9.000, 12.000, 9.000, 24.000
SPECIAL -TRUCK 7, 9.000, , , , ,/
ST5 —19,/
Truck:
SPECIAL -TRUCK 8, 6.000, 13.000, 11.000,
SU2 —22,/
Truck:
SPECIAL -TRUCK 9, 11.000, 11.000, 11.000, 4.170
SPECIAL -TRUCK 9, 11.000, , , , ,/
SU3 —25,/
Truck:
SPECIAL -TRUCK 10, 6.950, 9.170, 9.350, 4.170
SPECIAL -TRUCK 10, 9.350, 4.170, 9.350,
SU4 —28,/
Truck:
DESIGN 3, 1
COMMENT LFD Load Levels
COMMENT Using system default LFD factors.
INVENTORY 1.300, 1.000, 1.670, 0.900, 0.850, 0.900
OPERATING 1.300, 1.000, 1.000
Page 2
Packet Page -1368-
Paae 2 of 4
7/24/2012 Item 16.!3..5.
Load Factor Rating Summary
Packet Page -1369 -
file://C:\Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
Rating
Capacity
Location
Live
Load
Factor
Controls
(Ton)
Span
(ft)
Percent
Impact
Lane
HS _
ULTIMATE
As
As
4 0
Inventory
0.773
MOMENT
27.82
1
7.09
50.0
Requested
Requested
CAPACITY
ULTIMATE
As
As
Operating
1.291
MOMENT
46.46
1
7.09
50.0
CAPACITY
Requested
Requested
C3
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.877
MOMENT
52.56
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
C4
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.317
MOMENT
48.28
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
C5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.449
MOMENT
57.96
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
FL120
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
0.775
MOMENT
46.49
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
ST5
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.593
MOMENT
63.70
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
SU2
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.877
MOMENT
31.91
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
SU3
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.317
MOMENT
43.47
1
5.67
40.0
As
As
CAPACITY
Requested
Requested
SU4
Inventory
**
**
**
**
**
**
**
**
ULTIMATE
Operating
1.213
MOMENT
42.47
1
7.09
50.0
As
As
CAPACITY
Requested
Requested
Note:
"N /A" indicates not applicable
i
Packet Page -1369 -
file://C:\Program Files\ AASHTOWARE \Virtis62\Reports\LFDReport.XML 4/2/2012
7/24/2012 Item 16.A.6.
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