Compaction testNC Registered Engineering Firm # F-1078
July 12, 2018
MSP Construction & Development
P.O. Box 2067
Fayetteville, NC 28302
Michael Pleasant
Lot 133 - Whispering Pines Drive
Location:
Permits:
33:4481
435 Whispering Pines Drive
Spring Lake, NC
RE:
ECS Job #
ATTN:
6151 Raeford Road
Suite A
Fayetteville, NC 28304
(910) 401-3288 [Phone]
(910) 323-0539 [Fax]
ECS Southeast, LLP
LETTER OF TRANSMITTAL
ENCL:
We are enclosing:
Field Reports
For your use
As requested
X
X
X
Field Report # 1 07/12/2018
Ryan H. ParrishDennis D Lowery, P.E.
Project Engineer Construction Materials Project ManagerJUL 12 2018
1000.1
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
NC Registered Engineering Firm # F-1078
ECS Southeast, LLP
33:4481
1
Lot 133 - Whispering Pines Drive Thursday 07/12/2018
Project No.
Report No.
Day & DateProject
6151 Raeford Road
Suite A
Fayetteville, NC 28304
(910) 401-3288 [Phone]
(910) 323-0539 [Fax]
FIELD REPORT
3.25
An ECS Representative arrived on-site, as requested, to observe and evaluate the soils placed
within the foundation stem walls.
A hand auger was used to advance the boreholes to different depths noted on the boring logs.
Dynamic Cone Penetrometer (DCP) tests were performed in the hand auger boreholes by a 1.5
inch diameter cone driven into the soil by a 15 pound ring weight with a free fall of 20 inches.
The number of blows required to drive the cone into the soil a distance of 1.75 inches is termed
the DCP Value and is indicated for each test on the hand auger.
A total of 3 hand auger/DCP evaluations were performed to check elevations at subgrade and 3
foot below. Based on our observations during todays visit, the soils appeared to be properly
placed and compacted and capable of supporting a bearing capacity of 2000 psf.
ECS will return, as requested, to perform additional services.
80°/ Cloudy
1.50
0.25
0.00
09:00A 10:30A
Location
Contractor
On-Site Time
Lab Time
Client
Spring Lake, NC
Arrival Departure
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
MSP Construction & Development - Michael Pleasant
MSP Construction & Development - Michael Pleasant
Trip Charges*
Remarks
Chargeable Items
Weather
50Mileage*
1.50Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Cameron R Hall, — Field TechnicianBy 1800
1074985
NC Registered Engineering Firm # F-1078
Report of Spread Footing - Foundation Observations
Project:
Location:
Contractor:
Project No.
Day/Date:
LocationFooting
Number
Size (W x H x L)
Design Actual
Footing Bottom Elevation
Depth of
Undercut (in)
Description of
Subgrade
Material
# of Blows / increment
Design
Bearing
Pressure
Design
Required Blow Counts
Lot 133 - Whispering Pines Drive 4481
435 Whispering Pines Drive
Spring Lake - Cumberland - NC - 28390
MSP Construction & Development
07/12/18
x x1 x x 2000 0 .1 Orange SAND 6
5,6,6 2000
x x1 x x 2000 -1 .1 Orange SAND 6
6,6,7 2000
x x1 x x 2000 -2 .1 Gray SAND 6
12,14,14 2000
x x1 x x 2000 -3 .1 Gray SAND 6
14,14,14 2000
x x2 x x 2000 0 .2 Orange SAND 6
5,5,6 2000
x x2 x x 2000 -1 .2 Orange SAND 6
7,8,8 2000
x x2 x x 2000 -2 .2 Gray SAND 6
13,14,14 2000
x x2 x x 2000 -3 .2 Gray SAND 6
14,14,14 2000
ECS Southeast, LLP
By:Cameron R Hall
WO:46834
NC Registered Engineering Firm # F-1078
Report of Spread Footing - Foundation Observations
Project:
Location:
Contractor:
Project No.
Day/Date:
LocationFooting
Number
Size (W x H x L)
Design Actual
Footing Bottom Elevation
Depth of
Undercut (in)
Description of
Subgrade
Material
# of Blows / increment
Design
Bearing
Pressure
Design
Required Blow Counts
Lot 133 - Whispering Pines Drive 4481
435 Whispering Pines Drive
Spring Lake - Cumberland - NC - 28390
MSP Construction & Development
07/12/18
x x3 x x 2000 0 .3 Tan SAND 6
4,5,6 2000
x x3 x x 2000 -1 .3 Tan SAND 6
6,6,8 2000
x x3 x x 2000 -2 .3 Tan SAND 6
5,6,6 2000
x x3 x x 2000 -3 .3 Gray SAND 6
12,14,16 2000
ECS Southeast, LLP
By:Cameron R Hall
WO:46834