Royal Oaks-LR111003Henley
Johnston
& Associates, Inc.
- eering -geosciences consultants since 1951
TEXAS FIRM REGISTRATION No, F1238
-
FIELD COMPACTION REPORT
Project: Coppell Development - Royal Oaks
— REP — ORT DATE:
10/03111
Sandy Lake Road and Heartz
REPORT NO.:
006d
Coppell, Texas
SHEET:
2 of 2
Client: Bright Realty, Inc,
PROJECT NO.
11410
4228 North Central, Suite 300
TECHNICIAN:
L. Sherren
Dallas, Texas 75206
Attention: Marc Zett
-
Laboratory
Data
AT M
D698
Field Test Data:
Density - Moisture
ASTM D 6938
Complies with
Project
Specifications
Field
Field Location/Lift
0
j N 7o, 8" Sewer Line (A)
001 At Station 4+50,-4' BFG
002 At Station 4+50,-3' BFG
2 003 At Station 4+5 -- -2' BFG
21.
004 At Station 4+50, -1 BFG
005 At Station 5+50, -4' BFG
006 At Station 5+50, -3' BFG
f 007 At Station 5+50, -2' BFG
008 At Station 5+50, -1' BFG
_ j
Opt t
Opt Std
MC Den
(P
153 107.2
1 15.3 10 .'2
15.3 107.2
15.3 �07T
15.3 107,2
15.3 - 107.2
153 107.2 f
153 1071
[ yt _
Dry Fie % Dry
Den MC Den
1105.4 16,8 98,S7
104.1 17.9 97.1
1017 18.3 96,7
102.9 19.1 96.0
103.1 18.9 96.2
106.5 15.7 1 99.3
102 19.3 95.8
104.9 17 9
....... ...
YES
YES
YES
YES
YES
YES
ES
Y�
Y
VVEA1 HER: Clear, sunny 81'
If you should have any questions or desire further information, please do not hesitate to call.
235 Morgan Avenue Dallas, Texas 75203-1025 Phone 214-941-3808 Facsimile 214-943-7645
Henley
Johnston
& Associates, Inc.
engineering geosciences consultants since 1951
TEXAS FIRM REGISTRATION No. F-1238
71 .* M
Project Coppell Development — Royal Oaks
REPORT DATE:
10104111
Sandy Lake Road and Heartz
REPORT NO.:
006
Coppell, Texas
SHEET
1 of 2
Client: Bright Realty, Inc.
PROJECT NO.:
11410
4228 North Central, Suite 300
TECHNICIAN
L. Sherren
Dallas, Texas 75206
Attention: Marc Zett
BRIEF DESCRIPTION AND LOCATION OF SERVICES:
Performed eight (8) field density test for 8" sewer line
A at stations 4+50, 5+50 at -4', 4, -2' -1'
below final grade.
WEATHER: Clear, sunny
TIME Start Work 9:00 AM Stop Work:
12:30 PM
DELAYS:
WORKED PERFORMED
The following items were observed or checked during this inspection:
Pier I ns pection/Fou nd a n (x) 10, Field Density Testing
2. Concrete inspection
1 Sub-surface Drain Installation
4. Select Fill Placement
5. Lime Stabilization
6. Footing Inspection
7. General Inspection
8, Reinforcement Steel
Inspection
9. Tie-Back inspection
11.
Concrete Cylinder/Pick-Up
12.
Grout Cubes/ Mortar/Pick-Up
13.
Field Gradation/Lime
(x) 14.
Field Reports
15.
Field Sampling
16.
Tendon/Proof-Load Inspection
17,
Pier Inspection/Retention
(x) 18. See Attached Sheet(s) for Test Results
If you have any questions or desire further information, please do not hesitate to call.
HENLEY-JOHNSTON & ASSOCIATES, Inc.