Gateway BP(1.4)-LR 960917HENLEY
JOHNSTON
ASSOCIATES, INC.
engineeriig geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
1711. PIER INSPECTION FOUNDATION
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
TECHNICIAN: fG��
ENGINEER:
REPORT No.:
telephone (214) 941 -3808
DAILY FIELD REPORT
REPORT DATE: Q -/7- 94
HJA JOB No: 6641
TECHNICIAN: C,
REVIEWED BY:
BRIEF DESCRIPTION AND LOCATION: ,c da 4 o, /N s1,r�4.-7<i�r
,4 9
WEATHER: CAr� G 3 7/
TIME: START WORK: STOP WORK: 7,'o0 P,'3vs�M
DELAYS:
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
FIELD DENSITY TESTING
CONCRETE CYUNDER PICK –UP
GROUT CUBES
FIELD GRADATION LIME
FIELD REPORTS
FIELD SAMPLING
TENDON PROOF LOAD INSPECTION
PIER INSPECTION RETENTION
SEE ATTACHED SHEETS FOR
TEST RESULTS
REMARKS: /f Sc✓Yc O 7 'Lee, f ��i�+
���i ✓.S. �as�ri� Lu .+a tom —j 3.,idiiLjirn,.� /YC `jo`Gs. .4/1/
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tea? �s f t✓ry L G S f
SHEET OF I F
fax (214) 943- 7645 235 Morgan Ave., Dallas, Texas 75203 -1025
REMARKS
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HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9-ii -94-
LOCATION: COPPELL, TEXAS SUPPLIER: J,4-• ,,,,,,,,4_
SAMPLE DATA SET 1 SET 2
TRUCK No. 14 1"
TICKET No. 7•0Z 55.33
TIME BATCHED 3; Sl �m
TIME SAMPLED .S,'z s'✓okl
CONCRETE TEMP. 86
AIR CONTENT
SET 2 LOCATION
SET 1 LOCATION
CONCRETE STRENGTH TESTS
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
O4I 7 C
SHEET 4- OF 4-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
CYL.
No.
MIX
SLUMP
(in.)
DATE
PLACED
DATE
TESTED
AGE
days)
TOTAL
LOAD
Ibs.)
COMPR.
STRENGTH
psi
C Z
s /Z
1"--/i -9
9-7 -9G
SY goo
3aa3
z
SET 2
JP 1 S-9G
z 3
//Z aoo
39G
3
1
I.
B
/.3Goo
90 /A
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9-ii -94-
LOCATION: COPPELL, TEXAS SUPPLIER: J,4-• ,,,,,,,,4_
SAMPLE DATA SET 1 SET 2
TRUCK No. 14 1"
TICKET No. 7•0Z 55.33
TIME BATCHED 3; Sl �m
TIME SAMPLED .S,'z s'✓okl
CONCRETE TEMP. 86
AIR CONTENT
SET 2 LOCATION
SET 1 LOCATION
CONCRETE STRENGTH TESTS
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
O4I 7 C
SHEET 4- OF 4-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
CEMENT
CONTENT
Ibs.)
FINE
AGGR.
lbs.
COARSE
AGGR.
lbs.
RATIO
REQ'D
7 DAY
(•si
REQ'D
28 DAY
•si
ADMIX
MIX
DESIGN
SET 1
3poa
SET 2
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9-ii -94-
LOCATION: COPPELL, TEXAS SUPPLIER: J,4-• ,,,,,,,,4_
SAMPLE DATA SET 1 SET 2
TRUCK No. 14 1"
TICKET No. 7•0Z 55.33
TIME BATCHED 3; Sl �m
TIME SAMPLED .S,'z s'✓okl
CONCRETE TEMP. 86
AIR CONTENT
SET 2 LOCATION
SET 1 LOCATION
CONCRETE STRENGTH TESTS
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
O4I 7 C
SHEET 4- OF 4-
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerng geoscience consutta'ts
PROJECT: HAVERTY'S DISTRIBUTION CENTER
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
BRIEF DESCRIPTION AND LOCATION:
WEATHER: 96_,
TIME: START WORK: {Z; 3o Pril STOP WORK:
DELAYS:
TECHNICIAN:
ENGINEER:
REPORT No.:
1. PIER INSPECTION FOUNDATION
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
S I3 �f� tis\c
�a
telephone (214) 941 -3808 fax (214) 943 -7645
DAILY FIELD REPORT
REPORT DATE: 9
HJA JOB No: 6641
TECHNICIAN: J W S s
-o-�
REVIEWED BY:
;:t_ c_loo -e.1.c 44.4.5
o PM
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
10. FIELD DENSITY TESTING
11. CONCRETE CYUNDER PICK —UP
12. GROUT CUBES
13. FIELD GRADATION LIME
14. FIELD REPORTS
15. FIELD SAMPLING
16. TENDON PROOF LOAD INSPECTION
17. PIER INSPECTION RETENTION
18. SEE ATTACHED SHEETS FOR
TEST RESULTS
REMARKS: v.,,. Q d y c s
`a s e_ [00 dc;
o C. S 1
SHEET OF 3
235 Morgan Ave., Dallas, Texas 75203 -1025
WEATHER: -1,,
COMPACTION METHOD:
REMARKS: t ,2 5 t o. Fl-/l_Lb 1 1 10 sti tiro“> ,--r-e A-lt 0-1"1 sic 5
w.¢A- ro'e c 3 c r z q v re- v- vt.e.-v -k S k :c 1.L ct.o.. s s Te s-* KC e Poo t
1 v o ro- -.f 1-.ti 1. 50- l o-`\ t z t o L o- L-c-i.,,_
TECHNICIAN ��0 1,,�„ --tr-
ENGINEER
REPORT No.
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerhg geoscience consultants
PROJECT: HAVERTY'S CISIHIBUT1ON CENTER HJA JOB No.: 6641
CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.:
LOCATION: COPPELL, TEXAS DATE: R t-1 q to
Dock
FIELD
(DENT
No.
V o0
Poo `z
Poo 3
Poo
Poo S
FLo 4
Ft_ oz.
FOL tD10
FL A:O 1 t
LOCATION LAYER
See o-� slc� 1 mot_
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0-40.c_L a Sk.Q L
S e_ �t t-L c s L-1
SA--Q_ a�E acd ska L
LABORATORY
DATA
ASTM D 698
OPT
MC
7-1.3
21, 3
21.3
2f.3
2_1.3
z1.
STD
DEN
loot)
too,
loo. I
z.1
loot
co. I
oo •t
Ioo. t
too. t
oo,t
Ioo,
FIELD TEST DATA
DENSITY: ASTM D 2922
MOISTURE: ASTM D 3017
DRY
DEN
(ocf)
100, 3
q
101. 1
00.13
RS
9l. S
95.
102 -.'I
MC
z1,S
1-3.1
22,9
z5•
?A.
20
DRY
DEN
100,
9 8.4
to 1.
10
a g.
c .4
2S. I
5.5
102,10
COMPLIES
PROJECT
SPECS.
YES
X
X
X
NO
PROJECT SPECIFICATIONS
MOISTURE: RANGE FROM 0 TO 4 FROM OPTIMUM MOISTURE CONTENT
DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS
MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS
telephone (214) 941 -3808
FIELD COMPACTION TESTS
SHEET 2 OF 3
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025
z
l
20
y
5 ec
3 /3