Daily Field Report

Density test report

Date *

Project Number *

Name of the Project *

Project Location

Client Company *

Weather

Arrival Date

Arrival Time

Departure Date

Departure Time

Onsite Hours

ASEC Technician Name

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.
Approximately 200 lineal feet of curbing using a 3,000-psi concrete mix continued to be placed on this day; see photos.
Backfilling on the Mount Moriah (west) side of the bridge continued. A Caterpillar excavator was used to load material, while two off-road tandem dump trucks transported material from the cut area of the Parkway Extension to the bridge location. A skid steer, ride-on vibratory sheepsfoot compactor, and trench packer were used for placement and compaction.  A proof-roll was performed using a loaded tandem dump truck with the grading crew on site. Some movement was observed at 4 feet below finished grade, and a request was made to remediate the localized areas exhibiting movement. Later in the day, two compaction tests were performed using a Troxler 3430 nuclear density gauge (Serial No. 92204).
No work was being performed in the Landin area at the time of the inspection.
In the rear area of the amenities section, backfill was being placed for the roadway; see photos. The material was excavated and transported to the location using an excavator and two off-road dump trucks. A bulldozer and ride-on vibratory sheepsfoot compactor were used for placement and compaction. At the time of the inspection, the grade was approximately 16 feet below finished grade. Two compaction tests were performed using a Troxler 3430 nuclear density gauge (Serial No. 92204). The material being placed was identified as brown sandy silt.

No further observations were made on this day.

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	Image	Description
1		Backfill used on bridge before organics removed
2		Backfill at bridge placement
3		Testing Road location back of amenities
4		Curbing set up
5		Backfill Road back of ammenities
6		Concrete ticket for curbing
7		Wayne Davis Concrete used for Curbing
8		Backfill compaction at bridge
9		Placement of Backfill material at bridge
10		Backfill at bridge
11		Cut area used for Backfill material of bridge
12		Curbing set up
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