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Daily Field Report
Density Test Report
Concrete Test Report
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Daily Field Report
Density test report
Date
*
Project Number
*
2025C215(NW Unit 4 Parkway Ext. Phase 1)
Name of the Project
*
Project Location
Client Company
*
Weather
Arrival Date
Arrival Time
Departure Date
Departure Time
Onsite Hours
ASEC Technician Name
clyde.smith (Clyde Smith)
Observations/Finding
Summary
*
As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day. On the above date our representative was onsite to observe the curbing contractor begin pouring curbing (type 2) for the roadway to the cul-de-sac at Seven Hills phase 13 until the curbing machine broke down and the pour ended. The contractor continued pouring sidewalk on Seven Hills Boulevard. The writer also assisted in observing concrete placement at the bridge cart path and raised island and north side curbing. Also observed installation of tension rods attached to the dead man footing wall. Observed the paving contractor (NWGP) continue subgrade preparation at Naturewalk Parkway at the end of Phase 1. The subgrade was clipped an extra -4" to remove saturated subgrade soils as recommended. The contractor placed additional base stone that was clipped from an existing subbase previous placed. Also performed additional density checks on in-place binder asphalt mix at Naturewalk Parkway at the intersection to Phase 1B and 1B roadway. The writer set up a meeting with NWGP asphalt group to discuss discrepancies at previous placed asphalt binder placement. Several density check readings were below the required compaction effort of 92% based on an estimated theoretical value of 154.0. No actual value was provided. Readings were measured at 142.5,140.6.151.2,144.8,137.4,133.2,130.4,127.7 and 141.6. The writer observed the grading contractor continue hammering residual rock at the building lots. We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.
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Description
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Pouring curbing at Phase 13 prior tobreak down
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Pouring curb side at bridge
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Poured curb at Phase 13
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Density checks at Nature Walk previous binder asphalt mix placement
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Sub grade observations at Nature Walk end of Phase 1
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Poured Path cart at bridge
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