9037 search results for test

DBE AA List - 03_05_2025

MATTHEW STEELE P O BOX 188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC, CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS, 2026/11/17 RENOVATIONS CO SMILEY DR INTERIOR RENOVATIONS CO. SMITH & SON'S SOD COMPANY KATIE TEST

DBE AA Listing - 03_20_2025

CONTRACTING MATTHEW STEELE P O BOX 188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING, FL 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21, . SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC

DBE AA PLAN LIST 04 21 2025

STEELE P O BOX 188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY, LAMBERT 823 NW 57 STREET FORT LAUDERDALE FL 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701, SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC SNAPPER CREEK

DBE AA Plan 05 05 2025

HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247, 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102, . SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC May 5

DBE AA Plan List 05 20 25

BOX 188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309, STREET FORT LAUDERDALE FL 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA, DR INTERIOR RENOVATIONS CO. SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL

DBE AA Approval List 06 05 25

HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE, District LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102, RENOVATIONS CO. SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19

DBE AA PLAN Approval 07 07 2025

20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02 CALLAWAY, FORT LAUDERDALE FL 33309 2028/02/06 AL LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL, INTERIOR RENOVATIONS CO. SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054

DBE AA Approval List 07 21 25

188 HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW, CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS, KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC SNAPPER CREEK SERVICES LLC

DBA AA Approval List 09 03 2025

TESTING INC MIKE STALVEY 3309 SW SR-247 LAKE CITY FL 32024 2026/08/24 02 CALLAWAY & PRICE INC CURTIS, District LAS CONTRACTING CORP MARK TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102, CO. SMITH & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC

DBE AA Approval List 09 23 2025

HOSFORD FL 32334 2026/11/17 . INC HIGHWAY 20 EAST CAL-TECH TESTING INC MIKE STALVEY 3309 SW, TESTA 13701 N NEBRASKA TAMPA FL 33613 2026/07/21 05 AVE # 102 LAWNMASTERS OF PANAMA CHANDRA, & SON'S SOD COMPANY KATIE TEST 4661 WEST SR 238 LAKE BUTLER FL 32054 2025/10/19 02 INC SNAPPER CREEK

Special Provisions Workbook July 2022

2026FDM215RoadsideSafety

terminals are classified by the following: (a) Test Level: i. TL-2 (Design Speeds ≤ 45 mph) ii, cushions are classified based on Test Level, as shown for each system on their respective APL drawings, the performance criteria for the established design speed of the facility (i.e., barrier system Test Level, Connection to Rigid Barrier – Index 536-001 (Test Level N/A), Approved for all Design Speeds. Various other, D540-001. Refer to the SDG for barrier type and test level selection of Traffic Railings. Topic

2026FDM215RoadsideSafety

Standard Plans, Index 536-001. Approach terminals are classified by the following: (a) Test Level: i, or non-redirective gating. Crash cushions are classified based on Test Level, as shown for each system, (i.e., barrier system Test Level). For additional information, see Standard Plans, Index 544-001, ) Trailing End Transition Connection to Rigid Barrier – Index 536-001 (Test Level N/A), Approved, Plans Instructions for Index D540-001. Refer to the SDG for barrier type and test level selection

4550400.origind

concrete piling. (3) Steel piling. (4) Test piling. (5) Sheet piling. (a) Concrete sheet piling. (b, CompositePolymeric Piles-per foot. Item No. 455-119- Test Loads- each. 4550400 All Jobs Item No. 455-120- Point Protection - each. Item No. 455-133- Steel Sheet Piling - per square foot. Item No. 455-143- Test Piles (Prestressed Concrete) - per foot. Item No. 455-144- Test Piles (Steel) - per foot. Item No. 455-145- Test Piles (Concrete Cylinder) - per foot. Estimated fiscal impact, if implemented

9310201.fhwa

a certified test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade, length, size, and spacing Each, of the sheet metal bottom strips including test results for thickness, dimension, grade, length

9710403.impl

meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5, to bear traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples, : 971-8.3 Physical Requirements: The material shall meet the following criteria: Property Test M e t h o d, : Test four samples per LOT using a Taber Abrader. The material shall be applied to specimen plates, Composition: Component Test M e t h o d White Yellow Binder 2 0 . 0 % minimum 20.0% minimum TiO 2

9310201.FHWA

a certified test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade, length, size, and spacing Each, of the sheet metal bottom strips including test results for thickness, dimension, grade, length

4550000DB.resp

Larry.Jones@dot.state.fl.us Comments: (6-19-17) Please update the required spacing between load test, Applied to the Test Pile or Shaft by Hydraulic Jack Acting Against Anchored Reaction Member: Construct reaction member anchorages as far from the test piles/shafts as practical, but in no case shall, of the test pile/shaft. Response: Agree. After discussion with the author of the comment, change made as follows: “b. Load Applied to the Test Pile or Shaft by Hydraulic Jack Acting Against Anchored

E57D3BidTabs

GROUT REPAIR, PIPE, NON- TEST, 15" 100.000 EA 200.00000 20,000.00 175.00000 17,500.00 300.00000 30,000.00 0090 0432 3 2 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 18" 100.000 EA 200.00000 20,000.00 180.00000 18,000.00 300.00000 30,000.00 0095 0432 3 4 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 30" 50.000 EA 300.00000 15,000.00 200.00000 10,000.00 400.00000 20,000.00 0105 0432 3 6 CHEMICAL GROUT REPAIR, PIPE, NON- TEST, 36" 25.000 EA

1995_Load_Rating_Manual_03-16-95

formula, computer program, or load test. Such judgement will not be used to override the final output of such formula, computer program, or load test, but should be used to evaluate the validity, on its current condition through analysis or load test. 6. Operating Rating - The rating which, determined by the load test should be entered in the BMIS file. 9. The formulas that govern, for actual ma~erial properties as determined from field sampling and tests of the materials. Second