Royal Oaks-LR111019, III I
Henley
Johnston
7/5 & Associates, Inc.
t Maw .
i
TEXAS FIRM REGISTRATION No. F-1238
F
2r.0kq@ - ZVI
Project: Coppell Development — Royal Oaks
REPORT DATE:
10/19111
Sandy Lake Road and Heartz
REPORT NO.:
009
Coppell, Texas
SHEET:
1 of 4
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 twenty-five (25) field density tests on 8"
sewer main line (A) performed
at stations
1+00 to 3+00 at -11', -9', -T, -5'-3'and final grade.
WEATHER: Clear sunny
TIME Start Work'. 8:00 AM Stop Work
12:00 PM
DELAYS:
WORKED PERFORMED
The following items were observed or checked during this inspection:
Inspection/Foundation (x) 10 Density Testing
2, Concrete Inspection
3. Sub-surface Drain Installation
4, Select Fill Placement
5. Lime Stabilization
& Footing Inspection
7 General Inspection
8. Reinforcement Steel
Inspection
9. Tie-Back Inspection
( ) 11. Concrete CylinderYPick-Up
12. Grout Cubes/ Mortar/Pick-Up
13- Field Gradation/Lime
(x) 14. Field Reports
( ) 15, Field Sampling
'EUMEM
( ) 17. Pier InspecticiniRetention
(x) 18. See Attached Sheet(s) for Test Results
Henley
C Johnston
& Associates, Inc.
err c
lineering geosciences consultants since 1951
TEXAS FIRM REGISTRATION No. F1238
Project: Coppell Development – Royal Oaks
REPORT DATE:
10/19/11
Sandy Lake Road and Heartz
REPORT NO.:
009da
Coppell, Texas
SHEET:
2 of 4
Client Bright Realty, Inc.
PROJECT NO.
11410
4228 North Central, Suite 300
TECHNICIAN
L. Sherren
Dallas, Texas 75206
kVA
Attention: Marc Zett
VVEA I HEK [dear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
i qlg gi!II #. *. '
— am- rear-mon.
9WOTTM44
kVA
ti At station 0+00, �1 1 BFG
.. . ...... .
1&5
YES
A 11RAIIII0
I L-S
ii#
1
i
YES
#
#
VVEA I HEK [dear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
i qlg gi!II #. *. '
Henley
C Johnston
L/Y & Associates, Inc.
EegLgEganIRg2aLLEELgLconsultants since 1951
TEXAS FIRM REGISTRATION No. F1238
Project Coppell Development - Royal Oaks REPORT DATE: 10/19111
Sandy Lake Road and Heartz REPORT NO.: 009db
Coppell, Texas SHEET: 3 of 4
Client: Bright Realty, Inc. PROJECT NO.: 11410
4228 North Central, Suite 300 TECHNICIAN: L. Sherren
Dallas, Texas 75206
Attention: Marc Zett
■
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
Signed,
HENLEY-JOHNSTON & ASSOCIATES, Inc.
John W. Johnston, P.E.
President
Laboratory
Field Test Data:
Complies with
Data
Density - Moisture
Project
Field Location/Lift
No, 8" Sewer Main Line (A)
ASTM
D698
Opt Std
MC Den
ASTM D 6938
Field % Dry
FDe n MC Den
Specifications
_1T A t station 1 + [30, :3 BFG
01 1 At station 1 +00, FG
0131
_At station _ 2_+00, -11 BFG
, (Pcf)
15.0 10 4. 0
15.O 104.0
15.3 10 7. 22
(pcf) 0
(pcf)
100.6 19.9 - - ----- 9
10 18.2 1
10 16.7 98.0
0
YES
1
YES
-
014 71, At station 2+00, -9 BFG
Oi _5 At st ation 2+00, -7 BFG__
016 At station 2+00, -5' BFG
LOV7:_� At station 2+00, -3 BFG
15.3 107.2
1 5 3 107.2
15.3 107.2
51 107.2
6 .8 15,5 99.6
104.2 18 3 97.2
108.4 t 19.1 96.5
J .8 95.4
3
YES
YES
YES
YES
018 At station 2+00, FG
15J] 107.2
- 19 .8
106 O 116.6 98.9
YES
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
Signed,
HENLEY-JOHNSTON & ASSOCIATES, Inc.
John W. Johnston, P.E.
President
Henley
I " W7
Johnston
& Associates, Inc.
en-gineefing geosciences consultants st Ce 19M
TEXAS FIRM REGISTRATION No. F1238
FIELD COMPACTION REPORT
Project Coppell Development — Royal Oaks REPORT DATE: 10/19/11
Sandy Lake Road and Heartz REPORT NO.: 009db
Coppell, Texas SHEET 3 of 4
Client Bright Realty, Inc. PROJECT NO.: 11410
4228 North Central, Suite 300 TECHNICIAN: L. Sherren
Dallas, Texas 75206
Attention: Marc Zett
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
Signed,
HENLEY-JOHNSTON & ASSOCIATES, Inc.
John W. Johnston, P.E.
President
235 Morgan Avenue Dallas, Texas 75203-1025 Phone 214-941-3808 Facsimile 214-943-7645
Laboratory
Field Test Data:
Complies w ith
Data
Density — Moisture
Project
ASTM
ASTM D 6938
Specifications
D698
Fiel
" 0.
Location/Lift
8" Sewer Main Line (A)
Opt
MC
Std
Den
Den
Field
I Mc
/ Dry
Den
019
At station 3+00. -11 BFG
G
1 0
(P
104 O
(p
100.7
I N
18.6
961
YES
020
At station 3+00, -9 BFG
15.0
104, 0
101.9
1 7.4
9 &0
YES
021
At station 3+00. -7 BFG
15.0
104.0
102.8
16,2
9&8
YES
02i2
023
024
W'itation 3+00, -8' BFG
At station 3+00, -3 BFG
At station 3+00, -3 BFG, retest
18.0
15.0
15.0
- 10 4.0 �
104,0
104.0
100 1
97,6
98.9
1&9
19.5
i 19.0
j 9_6.3
93.8
95.1
YES
NO
YES
At station 3+00, FG
1
1174 0
1010
99.0
YES
- 15 - .9
L
WEATHER: Clear, sunny
If you should have any questions or desire further information, please do not hesitate to call.
Signed,
HENLEY-JOHNSTON & ASSOCIATES, Inc.
John W. Johnston, P.E.
President
235 Morgan Avenue Dallas, Texas 75203-1025 Phone 214-941-3808 Facsimile 214-943-7645