Gateway BP(1.4)-LR 960930HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerhg geoscience consultants
PROJECT:
PROJECT No:
CLIENT:
BRIEF DESCRIPTION AND LOCATION: u d,,% 1 4 p, o. ih
WEATHER: 4 y-'
TIME: START WORK: /1 e e Fi;OD,frrr
DELAYS: G 30
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WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
t-1 1. PIER INSPECTION FOUNDATION
✓1 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:
7 i
HAVERTY'S DISTRIBUTION CENTER REPORT DATE: 9' 3 0— 9 4.
HJA JOB No: 6641
TECHNICIAN: hi, 4. (7,,,, 4
HAVERTY'S FURNITURE CO. REVIEWED BY:
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TECHNICIAN: ENGINEER:
REPORT No.:
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telephone (214) 941 -3808 fax (214) 943 -7645
STOP WORK:
DAILY FIELD REPORT
FIELD DENSITY TESTING
CONCRETE CYLINDER PICK -UP
GROUT CUBES
FIELD GRADATION LIME
FIELD REPORTS
FIELD SAMPLING
TENDON PROOF LOAD INSPECTION
PIER INSPECTION RETENTION
SEE ATTACHED SHEETS FOR
TEST RESULTS
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SHEET OF 4"
235 Morgan Ave., Dallas, Texas 75203 -1025
PT: Haverty's Distribution Center
HJA NO.: 6641
DAILY FIELD REPORT
(CONTINUED)
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DATE: 9 3n 94.
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HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geosctence eonsutlants
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HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consuttants
PROJECT: HAVERTY'S DISTRIBUTION CENTER
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
BRIEF DESCRIPTION AND LOCATION: c s4
WEATHER: e.. -L
TIME: START WORK: 2_;00 M STOP WORK:
DELAYS:
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
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
REMARKS:
c cL Va-c t cn S
�wc� ��1� a— -ec� S
TECHNICIAN:
ENGINEER:
REPORT No.:
telephone (214) 941 -3808 fax (214) 943 -7645
DAILY FIELD REPORT
REPORT DATE: Q -'30 -9 $0
HJA JOB No: 6641
TECHNICIAN: J.
REVIEWED BY:
30 Pm
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
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SHEET OF 3
235 Morgan Ave., Dallas, Texas 75203 -1025
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LAB D RY
ASTM D 698
FDENS STADATA
STM D 2922
MOISTURE: ASTM 0 3017
COMUES
PROJECT
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LOCATION LAYER
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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 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: COP PELL, TEXAS DATE: c 30 -9 (0
WEATHER: c Cs
COMPACTION METHOD:
telephone (214) 941 -3808
REMARKS: P s kS vv�Q e t v-b e L ��L� re- -k
TECHNICIAN
ENGINEER
REPORT No. n/;O/)
FIELD COMPACTION TESTS
SHEET 2 OF
fax (214) 943- 7645 235 Morgan Ave., Dallas, Texas 75203 -1025
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