Strata Corp. Daily Contractor Quality Control Report

Weather Conditions

• Were there any critical activities that were delayed by the Government or weather

  No

  Weather

  GVMNT

• Delay Details

• Skies

  Cloudy/Overcast

  Partly Sunny

  Clear

• Wind (MPH)

  0-5

  5-10

  10-15

  15-20

  >20

• Temperature

  Select 0-20 20-30 30-40 40-50 50-60 60-70 70-80 80-90 90-100 >100

  • 0-20
  • 20-30
  • 30-40
  • 40-50
  • 50-60
  • 60-70
  • 70-80
  • 80-90
  • 90-100
  • >100

• Precipitation

General Project Information

• Document No.

• Conducted on

  Date

• Prepared by

• Contractors/Sub-Contractors on Site

  Select Strata Corporation/Dirt Strata Corporation/Concrete Strata Corporation/Electrical Surveying Subcontractor Dirt Subcontractor Striping Subcontractor Sealing Subcontractor Concrete Subcontractor Asphalt Subcontractor Grooving Subcontractor

  • Strata Corporation/Dirt
  • Strata Corporation/Concrete
  • Strata Corporation/Electrical
  • Surveying Subcontractor
  • Dirt Subcontractor
  • Striping Subcontractor
  • Sealing Subcontractor
  • Concrete Subcontractor
  • Asphalt Subcontractor
  • Grooving Subcontractor

• Testing Agency On-Site

  Yes

  No

  N/A

• Testing Performed on These Specifications

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Number of Contractor QC Personnel on Site

• Total Number of Contractor Personnel - NON Quality Control

• Number of Government QA Personnel on Site

• Visitors to Project Site:

• Owner Representative Comments

• Deliveries to Work Site

• Weather
  http://www.wunderground.com/cgi-bin/findweather/getForecast?query=zmw:58704.1.99999

Inspections

Earthwork Inspections

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Have units of measure for payment been verified?

  Yes

  No

  N/A

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Have utilities been properly marked?

  Yes

  No

  N/A

• One Call Reference No.

• Are all appurtences that are to remain in place properly marked and protected as required?

  Yes

  No

  N/A

• Verify depth of stripping of Topsoil is meeting contract requirements and specifications.

  Yes

  No

  N/A

• Verify depth of scarifying is meeting contract requirements and specifications.

  Yes

  No

  N/A

• Preventing ponding of water in excavation locations.

  Yes

  No

  N/A

• Verify that material that is to be reused for borrow is clean and free from contaminants such as roots, pavements, and vegetation.

  Yes

  No

  N/A

• Have proctors been taken of material that is to be reused?

  Yes

  No

  N/A

• Inspection Comments

• Production Quantities

• Drawing

  Drawing

• Photos

  Media

• Drainage System Inspection

Drainage System Inspection

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Verify that the underground contractor has a full understanding of the method used for survey layout

  Yes

  No

  N/A

• Verify that the actual placement of the new utilities is providing drainage as the drawings indicate

  Yes

  No

  N/A

• Is the contractor verifying the cleanliness of the interior of the pipe?

  Yes

  No

  N/A

• Is the bedding/pipe placement taking place on dry surface free from stones

  Yes

  No

  N/A

• Verify that the trueness of the pipe is being monitored, and backfilling operations are being done in such a manner to prevent movement during backfill operations

  Yes

  No

  N/A

• Verify that the pipe is being placed with the male end of the pipe pointing downstream

  Yes

  No

  N/A

• Utility locations have been determined and marked?

  Yes

  No

  N/A

• One Call Reference No.

• Competent person Identified and on-site

  Yes

  No

  N/A

• Proper benching and sloping techniques being used

  Yes

  No

  N/A

• Dewatering of trench is being accomplished

  Yes

  No

  N/A

• Verify that Trench width below the pipe top of 24" + O.D. of pipe, for pipes< 24" of diameter, for those areas where the pipe O..D. >24", the width of the trench may be<=36" below the pipe top.

  Yes

  No

  N/A

• Is there proper egress into and out of trench, and verify that benching/shoring is taking place when the trench is deeper than 4 ft.

  Yes

  No

  N/A

• Unsuitable material that cannot be used for backfill is either hauled away, or placed at an approved disposal area on the project.

  Yes

  No

  N/A

• Verify that no stones > 1" is in the bottom of trench.

  Yes

  No

  N/A

• Is there any unstable material encountered in the bottom of the trench, if so remove material as directed and replace with select granular, If this is caused through no fault of the Contractor, the Government will pay for removal/replacement

  Yes

  No

  N/A

• Location & Details

• Verify the pipe bedding thickness will be select granular material at a depth of 1/4 of O.D. of pipe + 4", and 1/2 O.D. on the haunches of the pipe at 90% compaction

  Yes

  No

  N/A

• Verify that backfilling of areas that are sidewalks, or seeded areas may be placed in lifts of 8" and after the first 12" above the pipe, and compacted to 90% for cohesive soils and 95% for non cohesive, at a frequency of 5,000 sq ft for those areas compacted by other than hand operated equipment, otherwise compaction requirements of one per 2,500 sq.ft. In areas supporting airfield pavements the requirement is 6" lifts and 100% every 2,500 sq. ft. regardless of equipment being used.

  Yes

  No

  N/A

• Insure the removal of unsuitable material in backfill material (topsoil, rocks, other foreign material)

  Yes

  No

  N/A

• Verify bedding for underneath drainage structures will have a minimum of 12" of select granular for bedding.

  Yes

  No

  N/A

• Check backfill material assuring placement in uniform layers

  Yes

  No

  N/A

• Has the pipe that was delivered inspected, and if so, is the pipe acceptable to be used?, if the answer is "No" please explain.

  Yes

  No

  N/A

• Are there any changes that need to be added to the red line drawings, if so, please explain

  Yes

  No

  N/A

• Red line changes

• Inspection Comments

• Production Quantities

• Add media

  Media
Subgrade Inspections

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Have units of measure for payment been verified?

  Yes

  No

  N/A

• Verify no deviation of > 1/2" with 12 ft straight edge, and not >.05 ft from plan grade

  Yes

  No

  N/A

• Preventing ponding of water in excavation locations.

  Yes

  No

  N/A

• Verify depth of scarifying is meeting contract requirements and specifications at 6 inches

  Yes

  No

  N/A

• Have proctors been taken of material for determining density

  Yes

  No

  N/A

• Compaction requirements of 100% for every 500 Sq Yds, Proper moisture + - 1% of optimun

  Yes

  No

  N/A

• Is the surface free of any rocks > 3 inches in any size

  Yes

  No

  N/A

• Inspection Comments

• Production Quantities

• Drawing

  Drawing

• Photos

  Media
Aggregate Inspections

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Have units of measure for payment been verified?

  Yes

  No

  N/A

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Verify no deviation of > 3/8" with 12 ft straight edge, and not >1/2" from plan grade

  Yes

  No

  N/A

• Depth check of thickness for every 500 Sq Yds with a 3 inch diameter hole.

  Yes

  No

  N/A

• Sieve analysis with .02mm every lift @ 1,000 sq Yds

  Yes

  No

  N/A

• Compaction requirements of 100% for every 500 Sq Yds, proper moisture + - 1% of optimum

  Yes

  No

  N/A

• Verify that no layer will be > 6" or < 3" in depth.

  Yes

  No

  N/A

• Inspection Comments

• Production Quantities

• Drawing

  Drawing

• Photos

  Media
Concrete Inspections

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Have units of measure for payment been verified?

  Yes

  No

  N/A

• Has the USACE received the final test results for acceptance on the aggregate base 24 hours prior to placement of concrete.

  Yes

  No

  N/A

• Verify no deviation of > 3/8" with 12 ft straight edge, and not >1/2" from plan grade on Aggregate Base Course

  Yes

  No

  N/A

• Compaction requirements of 100% for every 500 Sq Yds, proper moisture + - 1% of optimum

  Yes

  No

  N/A

• Verify that traffic will not be allowed on the Aggregate Base Course after the final acceptance testing has been completed

  Yes

  No

  N/A

• Is the weather being monitored for possible rain, and also the limits on the concrete Temp in relation to the humidity, Humidity > 60%, concrete temp <=95 Degrees, Humidity 40 - 60%, concrete temp <=85 degrees, Humidity <40%, concrete temp <=80 degrees

  Yes

  No

  N/A

• Reinforcement Inspection

Dowel Bars/Rebar

• Time of Inspection

  Date

• Verify all reinforcement is free from loose flaky rust/mud/oil or other coatings that would reduce the bond with the concrete

  Yes

  No

  N/A

• Is the reinforcement at the proper elevation above the subgrade (1/2h)

  Yes

  No

  N/A

• Dowel Baskets - at proper location as indicated on plans, form oil applied to 1/2 of the basket.

  Yes

  No

  N/A

• Dowel baskets are pinned to the surface to prevent shifting of the basket after concrete has been or is being placed.

  Yes

  No

  N/A

• Dowels are to be Epoxy coated, Have the dowels been inspected for holding strength of the epoxy/placement of the grout retention rings, and proper alignment of the dowel placement

  Yes

  No

  N/A

• Are there any dowels that needed to be removed and replaced due to poor alignment, if so please indicate stationing.

  Yes

  No

  N/A

• Dowel Details

• Was there a final walk through of the dowel inspection and subgrade prior to paving operations beginning, if so please indicate with who attended, comments made, and date & time of inspection

  Yes

  No

  N/A

• Date & Time

  Date

• Who attended walk through, and any comments that were made.

• Has the Independent Testing Agency been notified, and are they on-site.

  Yes

  No

  N/A

• Concrete Testing Results

Testing

• Air Test - When Test Specimens are made + 2, Individual Test +-1%, Action Limit +-1.5%
  Slump - When Test Specimens are made + 4, -1/2" below max -
  Temp - When Test Specimens prepared.
  Strength - 8 per lot

• Time

  Date

• Air Slump Temperature Ticket No.

• Belt sample taken - 2/Lot?

  Yes

  No

  N/A

• Curing

Observations

• Monitor Curing - 4/day

  Date

• Is the curing operation providing adequate coverage on the top and on the sides, if not please explain

  Yes

  No

  N/A

• Paving Observations

Observations

• Time of Observation

  Date

• Paving Start Time

  Date

• Paving Lane No. & Stationing

• Are there areas of concern hat have occurred during the paving sequence? If yes please explain

  Yes

  No

  N/A

• Location and description of Observation.

• Inspection Comments

• Production Quantities

• Paving End Time

  Date

• Paving Lane No. & Stationing

• Drawing

  Drawing

• Photos

  Media

• Hot Mix Asphalt Inspection

Hot Mix Asphalt Inspections

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Time of Inspection

  Date

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Verify no deviation of > 3/8" with 12 ft straight edge, and not >1/2" from plan grade

  Yes

  No

  N/A

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Prime Coat Inspection

Prime

• Location of Prime Coat/Stationing

• Was the surface moistened and swept prior to applying of the Prime Coat

  Yes

  No

  N/A

• Indicate starting time of application of Prime Coat

  Date

• Indicate Finish time of application of Prime Coat

  Date

• Application rate of prime coat.

• Number of Gallons applied and @ what temperature?

• Hot Mix Asphalt Pavement Placement

HMA

• Base Coarse or Wear Coarse

  Base Coarse

  Wear Coarse

  Test Section

• Is the surface that is to receive the placement of the asphalt free from moisture, or other contaminants that would prevent a good bond between the existing surface, and the new application?

  Yes

  No

  N/A

• Verify that the Mat temperature receiving the new pavement is >40 degrees if applying a lift of => 3 inches, and > 45 degrees if <3 inches

  Yes

  No

  N/A

• Paving Start Time

  Date

• Yes

  No

  N/A

• Paving End Time

  Date

• Electrical Inspection

Electrical Inspection

• Time of Inspection

  Date

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Inspection Comments

• Production Quantities

• Deficiencies

• Add media

  Media

• Add drawing

  Drawing

• Permanent Striping Inspection

Striping Inspection

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Inspection Comments

• Deficiencies

• Add media

  Media

• Add drawing

  Drawing

• Pavement Grooving Inspection

Grooving Inspection

• Time of Inspection

  Date

• Have all required transmittals been submitted and approved by the Government

  Yes

  No

  N/A

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Type of Inspection

  Prepatory

  Initial

  Follow-up

• Notes

• Verify that surveyor's layout is in agreement with contract drawings and specifications.

  Yes

  No

  N/A

• Inspection Comments

• Deficiencies

• Add media

  Media

• Add drawing

  Drawing

Deficiencies Found

• Deficiencies found

Deficiency

• Name of individual performing inspection and found the deficiency.

• Specification No.

  Select 01 32 01.00 10 Project Schedule 26 56 20.10 10 Electrical 03 30 04 Concrete Minor Structures 31 00 00 Earthwork 32 01 19 Sealant 32 01 26.71 Grooving 32 11 16 Rigid Base 32 11 23 Aggregate Base 32 12 15 Hot Bituminous Mix 32 13 11 Concrete for Airfield Pavements 32 13 73 Compression Joint Seals 32 17 24.00 10 Pavement Markings 32 92 19 Seeding 33 40 00 Storm Drainage Systems 33 46 16 Subdrainage Systems

  • 01 32 01.00 10 Project Schedule
  • 26 56 20.10 10 Electrical
  • 03 30 04 Concrete Minor Structures
  • 31 00 00 Earthwork
  • 32 01 19 Sealant
  • 32 01 26.71 Grooving
  • 32 11 16 Rigid Base
  • 32 11 23 Aggregate Base
  • 32 12 15 Hot Bituminous Mix
  • 32 13 11 Concrete for Airfield Pavements
  • 32 13 73 Compression Joint Seals
  • 32 17 24.00 10 Pavement Markings
  • 32 92 19 Seeding
  • 33 40 00 Storm Drainage Systems
  • 33 46 16 Subdrainage Systems

• Paragraph No.

• Location of Deficiency

• Description of Deficiency.

• Proposed fix of deficiency.

• General Comments

Site Safety

• Time of safety observation

  Date

• Comments on Safety

Personal Protective Equipment

• Time of safety observation

  Date

• Hard hats being worn by all personnel

  Safe

  At Risk

  N/A

• Proper foot ware

  Safe

  At Risk

  N/A

• Hearing protection where required

  Safe

  At Risk

  N/A

• Proper high visibility clothing

  Safe

  At Risk

  N/A

• Eye protection in use

  Safe

  At Risk

  N/A

Tools & Equipment

• Time of safety observation

  Date

• All tools/equipment in good working condition

  Safe

  At Risk

  N/A

• All electrical cords in good working condition

  Safe

  At Risk

  N/A

• Fire extinguishers inspected and in good working condition

  Safe

  At Risk

  N/A

• Daily inspection of equipment being performed

  Safe

  At Risk

  N/A

• All guards are in place

  Safe

  At Risk

  N/A

• Back up alarms in good working condition

  Safe

  At Risk

  N/A

Site safety

• Time of safety observation

  Date

• Check that pipe handling procedures do not allow loads being swung over the heads of workmen

  Safe

  At Risk

  N/A

• Dewatering of site in use

  Yes

  No

  N/A

• Excavations/Trenches proper benching or trench box in use with proper egress

  Safe

  At Risk

  N/A

• Traffic control devices in place

  Safe

  At Risk

  N/A

• Good housekeeping practices being applied

  Safe

  At Risk

  N/A

• Easy safe access to work area

  Safe

  At Risk

  N/A

• First aid kit easily accessible

  Safe

  At Risk

  N/A

• Eye wash station on site and in good working condition

  Safe

  At Risk

  N/A

• Ladders in good working condition

  Safe

  At Risk

  N/A

• General Site Safety

  Safe

  At Risk

  N/A