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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. Our representative was onsite to observe proof-rolling of subgrade soils at Naturewalk parkway after 2" to 6" of fill was added to the existing subgrade. The proof-roll was observed along with members from the paving contractor (NWGP), Paulding County and Thompson Grading using a tandem dump truck loaded with 18.79 tons of base stone. The subgrade soils were observed between sanitary sewer manholes #12 and 14 approximately 842 lineal feet. The subgrade appeared stable under traffic but had several areas with scabbing and shear movement which varied from slight to moderate. Some areas with moderate movement were identified and marked for repair. The paving contractor also began placing base stone over subgrade soils as recommended. It was recommended to keep additional traffic off exposed subgrade soils to prevent further repairing. The writer observed repairs being made at the unit 4 phase 3 eroded slopes along with fill placement for the future lots. Observed work activities at the west side bridge abutment installation of reinforcing steel for the dead man footing. The grading contractor also began subgrade preparation for sidewalk and curb backfill for the deceleration lane on Seven Hills Boulevard to phase 13 lots and observed the pipe contractor (Savannah) continue sanitary sewer installation between structures Z19.1 and Z 20. 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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Image
Description
1
Backfill at sanitary sewer line between Z19.1 and Z 20
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Sub grade prep.at deceleration lane on Seven Hills side walk
4
Eroded slopes at unit 4 phase 3
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Reinforcing installation at west side bridge abutment
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Sub base stone placement at Nature walk Pkwy.
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Proof roll ticket 18 .97 tons
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Proof roll of sub grade at parkway
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Scabbing of sub grade
14
Moderate areas with scabbing painted for repair
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Proof roll being observed by others
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1
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