Gateway BP(1.4)-LR 960921HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerhg geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
BRIEF DESCRIPTION AND LOCATION: un d5-/ a, f
i
WEATHER: /'L� ll
TIME: START WORIC:f/cd. 4 ,o0 gwi
DELAYS: L /3D #01
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
e -1. PIER INSPECTION FOUNDATION
1 /(2. CONCRETE INSPECTION
3. 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
REMARKS: c J4 4 4;71
y nn aa.r� irn rs (asin y was s�
�Yi.yG��s /199 /99 /le 2 3 3'3
o/ re -c i /1;7 a -s L✓a a 7
in /r'
TECHNICIAN:
ENGINEER:
REPORT No.:
telephone (214) 941 -3808 fax (214) 943 -7645
DAILY FIELD REPORT
REPORT DATE:
HJA JOB No:
TECHNICIAN: /,C.
REVIEWED BY:
3'o° Aofrp
TEST RESULTS
9 -z/
6641
STOP WORK: 3; oo,om
10. FIELD DENSITY TESTING
1. CONCRETE CYLINDER PICK —UP
12. GROUT CUBES
13. FIELD GRADATION LIME
14. FIELD REPORTS
15. FIELD SAMPLING
16. TENDON PROOF LOAD INSPECTION
17. PIER INSPECTION RETENTION
f 18.
SEE ATTACHED SHEETS FOR
/h s h-1 /A t 7 s r n /J r Zia eJv G
IJ �f7 .3�0'/ T%M f ✓1B D /r S
SHEET OF 4-
235 Morgan Ave., Dallas, Texas 75203 -1025
Z
0
U
z
H L
Lo
w C7
H C++
0
0
w
O off
wC
Ca
a
0
U
0
U
H
H a H H
O w a w
a w a H
w O H 0 w
H a H
H
a r:1 .m1 E-
w O H a F w
❑H1n Z�-
a
N
MM
1
v\
"`1
Iv:
N
h
N
M
v
N
o
V.
4 4
izO
M
rti:
fr-
K M
A
0
REMARKS
a
iF
E-
U V) v
w a
HO L a 7
a
a F■ f=.1
.0 '.615
r� 1
I
11 I
s:
1
S
1,
11
11
1. I
1 I/
1,
r1
1
O 8 2'
o'br
l
1
I o
d bZ
1
1-1/wr tcu x
DEPTH
TO
START
PEN
MTL.
(FT.)
8/
-,1
-I ra'
r /7
I
11
V)
L.7.1
0
TRUCK No. G/7
TICKET No. 7 4bO
TIME BATCHED 9:14- j
TIME SAMPLED /D 39' A4/
CONCRETE TEMP. Bo (ib
AIR CONTENT
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9- z -9G
LOCATION: COPPELL, TEXAS SUPPLIER:
SAMPLE DATA
SET 1 LOCATION
SET 2 LOCATION
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
SET 1 SET 2
Got
(2 5 e__
CONCRETE STRENGTH TESTS
SHEET 4- OF 7-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
CYL.
No.
MIX
SLUMP
In.
DATE
PLACED
DATE
TESTED
AGE
days)
TOTAL
LOAD
lbs.)
COMPR.
STRENGTH
Psi
_h' 2--
i-
-.v-
9 -2P -9G
17 .5z6'
3o/3
2
/9 '15- 9G
/1/ 300
3932
3
I
1
i
0
/04 VA'
3767
TRUCK No. G/7
TICKET No. 7 4bO
TIME BATCHED 9:14- j
TIME SAMPLED /D 39' A4/
CONCRETE TEMP. Bo (ib
AIR CONTENT
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9- z -9G
LOCATION: COPPELL, TEXAS SUPPLIER:
SAMPLE DATA
SET 1 LOCATION
SET 2 LOCATION
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
SET 1 SET 2
Got
(2 5 e__
CONCRETE STRENGTH TESTS
SHEET 4- OF 7-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
MIX
DESIGN
CEMENT
COARSE
AGGR.
(Ibs.)
RATIO
(gals /sk)
Y
7 DAY 7 DAY
psi)
28 8 DAY
psi
ADMIX
SET 1
3 D.
SET 2
TRUCK No. G/7
TICKET No. 7 4bO
TIME BATCHED 9:14- j
TIME SAMPLED /D 39' A4/
CONCRETE TEMP. Bo (ib
AIR CONTENT
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9- z -9G
LOCATION: COPPELL, TEXAS SUPPLIER:
SAMPLE DATA
SET 1 LOCATION
SET 2 LOCATION
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
SET 1 SET 2
Got
(2 5 e__
CONCRETE STRENGTH TESTS
SHEET 4- OF 7-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025