9038 search results for f

9750000-723FHWA

Method Acceptance Criteria Cyclic Weather Testing AASHTO R 31: no salt fog, 95 ° F, 0%- 90, Testing AASHTO R 31: no salt fog, 95 ° F, 0%- 90% Relative Humidity, 500 hours, alternating RH

9900200-723FHWA

testing reports demonstrating the device meets MASH TL-3 f. All relevant FHWA Eligibility Letters, application and installation e. Crash testing reports demonstrating the device meets MASH TL-3 f. All

FMTP24_TM7_Investments_6.11.24

F N OF MIRAMARPKWY T N OF PINESBLV $4,259,852 $107,545 $4,367,397 422681-5 SR-9/I-95 FROM HIGH, % 2, 19 415152-1 SR-93/I-75 INTRCHG@SR-820/PINESBLVD F N OF MIRAMARPKWY T N OF PINESBLV

E3Y19BidTabs

, TYPE F 35.000 LF 128.40000 4,494.00 135.00000 4,725.00 150.00000 5,250.00 0120 0522 1 CONCRETE, , TYPE F 35.000 LF 77.00000 2,695.00 0120 0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK

D3-06-12-25BSN

E LF 2,898.000 0520- 1- 10 CONCRETE CURB & GUTTER, TYPE F LF 421.000 0520- 2- 4 CONCRETE CURB, A AS 18.000 0660- 2-106 LOOP ASSEMBLY, F&I, TYPE F AS 7.000 0660- 6-121 VEHICLE DETECTION SYSTEM- AVI

freshwater-mussel-pa-update_jan2024_FWSsigned

thermal and dissolved oxygen regimes (temperature generally not above 90 °F (32 °C) and dissolved

D3-07-10-25BSN

- 5-100 CONCRETE TRAFFIC RAILING- BRIDGE, 32" F-SHAPE LF 61.000 0916-400- 9 PRECAST APPROACH SLAB UNIT, & GUTTER, TYPE F LF 143.000 0522- 1- CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 105.000 0522- 2

D3-06-19-25BSN

CURB & GUTTER, TYPE F LF 421.000 0520- 2- 4 CONCRETE CURB, TYPE D LF 548.000 0520- 2- 8 CONCRETE, , F&I, TYPE F AS 7.000 0660- 6-121 VEHICLE DETECTION SYSTEM- AVI, BLUETOOTH, FURNISH & INSTALL

Chapter1s2

of the justification sheet/s (back-up documentation) included w ith the c ontract documents for F HWA approval. T he, ) included w ith the c ontract documents for F HWA approval. T he "justification sheet/s" should include

07_Rail-Highway_Crossings_Rulemaking

Distances f or the approach to stop signs. This distance shall be measured to a stopping point prior, – 16th Edition in. | 7–27 7.6 F High Speed Rail The establishment of high-speed rail service

2024 BOE Manual

. Item Average Unit Cost by Item Number This Webgate report will c ompute a r e gular average f or unit, yards using construction funds. When requested, and funded by the maintaining agency, the f urnish, . PLUG & PLACE OUT O F SERVICE: Plans or specs should identify materials and work to be completed, the price (i.e. size, shape, material), and variables “a” through “f” are detailed as needed. Parameters

Section61V2-724

inside diameter for each LOT of pipe. F) All required QC documentation has been completed and kept, and currently qualified QC Personnel F) COAs for raw materials G) Equipment calibration records

Section61V2-redln1-22

for each LOT of pipe. E)F) All required QC documentation has been completed and kept on file for QC, approved training courses and currently qualified QC Personnel F) Certification recordsCOAs for raw

DEV455MP (11-29-2023)

 MICROPILE FOUNDATIONS (REV 11/29/23) SECTION 455: Index is expanded by the following: F. Structures Foundations - Micropiles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 5 5 -51 through 455-64 SECTION 455 is expanded by the following: 455-51 Description. Furnish and install micropiles with permanent steel casing meeting the requirements, and size of reinforcing steel d.Depth of permanent casing e. Minimum bonded length f. Total micropile

E4Y06 BidTabs

CURB & GUTTER, TYPE F 972.000 LF 44.00000 42,768.00 48.40000 47,044.80 70.12000 68,156.64 0145, F 972.000 LF 75.50000 73,386.00 0145 0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK 366.000

FMTP24_TM7_Investments_Oct 2025

BLVD $3,668,659 $356,746 $4,025,405 4 415152-1 SR-93/I-75 INTRCHG@SR-820/PINESBLVD F N OF MIRAMARPKWY, /PINESBLVD F N OF MIRAMARPKWY T N OF PINESBLV $5,397,397 $122,255,720 $144,811,776 $267,067,496 45.8% 54.2% 1

Martin

Total Float PM Prepare Draft Section 106 Consultation Case Study (Setion 106 CCSR) or Draft 4(f, 10/6/2025 10/6/2025 -38 EM Reviews Draft CCSR or Draft 4(f) Not Started 20 9/17/2025 10/14/2025 -111

FHWA Emergency Relief Manual

.............................................................................................47 F. Advancing, ) .....................................................................................................58 f. Convict Labor, ................................................................................................ 65 Appendix F

Historical Item Averages Statewide 12 Months

Historical Item Averages Market Area 09

LF N CONCRETE CURB & GUTTER, TYPE F 0520 3 1 $95.00 $8,360.00 88.000 LF N VALLEY GUTTER- CONCRETE, ASSEMBLY, F&I, TYPE F 0663 1111 1 $8,335.56 $8,335.56 1.000 EA N SIGNAL PRIORITY AND PREEMPTION