Gateway BP(1.4)-LR 960916HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
WEATHER: C /c�. j GB
TIME: START WORK: 9,.30,¢0., STOP WORK: d;.3odo1/22;3. 0 ®w�
DELAYS:
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
p r ev /emu. da-y
TECHNICIAN:
ENGINEER:
REPORT No.:
PROJECT: HAVERTY'S DISTRIBUTION CENTER
telephone (214) 941 -3808
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
D9S
DAILY FIELD REPORT
REPORT DATE: 9'—j4- 9 6.
HJA JOB No: 6641
TECHNICIAN: 4/, l'',
REVIEWED BY:
BRIEF DESCRIPTION AND LOCATION:
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: 1/ 0 L),P4 f i p1 .A chi e- 74) )/it
SHEET OF
fax (214) 943 7645 235 Morgan Ave., Dallas, Texas 75203-1025
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consu "ants
PROJECT No:
WEATHER: e
TIME: START WORK: I o o P M
DELAYS:
REMARKS: Par c C.7"v,n-- "A" 4-5 o
iw(.3 0 C a e�, o c
Pe: `A
PROJECT: HAVERTY'S DISTRIBUTION CENTER
CLIENT: HAVERTY'S FURNITURE CO.
1.
2.
3.
4.
5.
6.
7.
8.
9.
PIER INSPECTION FOUNDATION
CONCRETE INSPECTION
SUB SURFACE DRAIN INSTALLATION
SELECT FILL PLACEMENT
LIME STABILIZATION
FOOTING INSPECTION
GENERAL INSPECTION
P.EINFORCEME NT STEEL INSPECTION
TIE —BACK INSPECTION
TECHNICIAN: ,A l� ,o S����
ENGINEER:
REPORT No.:
telephone (214) 941 -3808 fax (214) 943 -7645
DAILY FIELD REPORT
REPORT DATE: q 1 S b
HJA JOB No: 6641
TECHNICIAN: },W }o1,.�s Imo•`
REVIEWED BY:
BRIEF DESCRIPTION AND LOCATION: c,Q dam; f. c s
STOP WORK:
4'.0o 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 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
18. SEE ATTACHED SHEETS FOR
TEST RESULTS
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SHEET OF 7
235 Morgan Ave., Dallas, Texas 75203 -1025
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LABORATORY
DATA
ASTM 0 698
FIELD TEST DATA
DENSITY; ASTM D 292
MOISTURE: ASTM 0 3017
COMPLIES
PROJECT
SPECS.
FIELD
(DENT
No.
LOCATION LAYER
OPT
MC
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NO
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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
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerhg geoscience consultants
LOCATION: COPPELL, TEXAS DATE: q
WEATHER: pp„,-
COMPACTION METHOD:
REMARKS: pt tt 4_s--5
PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641
CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.:
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
NNL—
FIELD COMPACTION TESTS
SHEET 2. OF 7
fax (214) 94.3-7645 235 Morgan Ave., Deltas, Texas 75203-1025
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HENLEY— JOHNSTON ASSOCIATES,INC.
engineering geoscience consultants
HJA NO.: 6641
DATE TESTED:
PLATE 3
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LABORATORY
DATA
ASTM D 698
FIELD TEST DATA
DENSITY: ASTM D 2922
MOISTURE: ASTM D 3017
COMPLIES
PROJECT
SPECS.
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NO
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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 I
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerng geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641
CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.:
LOCATION: COPPELL, TEXAS DATE: a Ito q
COMPACTION METHOD:
WEATHER:
ENGINEER
REPORT No.
telephone (214) 941 -3808
REMARKS: i k t1 -Ee s Vs rnee
A t vwe 5 t—
TECHNICIAN `>J
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fax (214) 943 -7645
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FIELD COMPACTION TESTS
SHEET 4 OF 7
235 Morgan Ave., Dallas, Texas75203 -1025
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LABORATORY
DATA
ASTM 0 698
FIELD TEST DATA
DENSITY: ASTM D 2922
MOISTURE: ASTM D 3017
COMPUES
PROJECT
SPECS.
FIELD
IDENT
No.
LOCATION LAYER
OPT
MC
STD
DEN
(PCf)
DRY
DEN
(ocf)
MC
DRY
DEN
YES
NO
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PROJECT SPECIFICATIONS
MOISTURE: RANGE FROM 0 4 FROM OPTIMUM MOISTURE CONTENT
DENSITY: MINIMUM 95 MAX. DRY DENSITY AT FUTURE PAVING BUILDING AREAS
MINIMUM 90 MAX. DRY DENSITY AT LANDSCAPE AREAS
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER HJA JOB No.: 6641
CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.:
LOCATION: COPPELL. TEXAS DATE: (4_14__c, to
WEATHER: 96_41 c�
COMPACTION METHOD:
REMARKS: T(zs\ c o. C,Lo 4 i t ks
Li L O S t v-0.0,
GLc- 4 (o ca-k Ah-v. o r e ed a 5 FL /LOo
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
fax (214) 943 -7645
FIELD COMPACTION TESTS
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SHEET C OF
235 Morgan Ave., Dallas, Texas 75203 -1025
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