Gateway BP(1.4)-LR 960913HENLEY
JOHNSTON
ASSOCIATES, INC.
engineerng geoscience consultants
PROJECT No:
BRIEF DESCRIPTION AND LOCATION: fr
PROJECT: HAVERTY'S DISTRIBUTION CENTER
CLIENT: HAVERTY'S FURNITURE CO.
CM Gs -a/-
DAILY FIELD REPORT
REPORT DATE:
HJA JOB No:
TECHNICIAN:
REVIEWED BY:
9-- /3 9 G
6641
C
WEATHER: /�y�� h,i /oa 4 7 0_ 9 /0
TIME: START WORK: -3 A,+f STOP WORK: G; 5 rik7
DELAYS:
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
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
REINFORCEMENT STEEL INSPECTION
TIE —BACK INSPECTION
0. FIELD DENSITY TESTING
1. CONCRETE CYLINDER PICK —UP
2. GROUT CUBES
3. FIELD GRADATION LIME
4. FIELD REPORTS
5. FIELD SAMPLING
6. TENDON PROOF LOAD INSPECTION
7. PIER INSPECTION RETENTION
8. SEE ATTACHED SHEETS FOR
TEST RESULTS
REMARKS: K2 served //a ,4a,C o fo41ne% As-..
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TECHNICIAN:
ENGINEER:
REPORT No.:
telephone (214) 941 -3808
SHEET OF 3
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025
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ASSOCIATES, INC.
OF PIER
CYL.
No.
MIX
SLUMP
in.)
DATE
PLACED
DATE
TESTED
AGE
days)
TOTAL
LOAD
lbs.)
COMPR.
STRENGTH
psi
5
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CONTENT
(Ibs.)
FINE
AGGR.
(lbs.)
COARSE
AGGR.
(Ibs.)
W/C
RATIO
(,gals /sk)
REQ'D
7 DAY
psi)
REQ'D
28 DAY
psi
ADMIX
SET1
3000
SET 2
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER JOB No.: 6641
CONTRACTOR: HILL WILKINSON, INC. DATE: 9^ /3- 9G
LOCATION: COPPELL, TEXAS SUPPLIER: 4
TRUCK No.
TICKET No.
TIME BATCHED
TIME SAMPLED
CONCRETE TEMP.
AIR CONTENT
SET 1 LOCATION
SET 2 LOCATION
SAMPLE DATA SET 1
g 4 2 J e p' c 3 3 �rioc 49.>
TECHNICIAN
ENGINEER
REPORT No.
telephone (214) 941 -3808
CONCRETE STRENGTH TESTS
SET 2
SHEET 3 OF 3
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203 -1025
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geoscience consultants
PROJECT: HAVERTY'S DISTRIBUTION CENTER
PROJECT No:
CLIENT: HAVERTY'S FURNITURE CO.
BRIEF DESCRIPTION AND LOCATION:
on, 3°` s
TIME: START WORK: c;4-5 PM STOP WORK.
DELAYS:
DAILY FIELD REPORT
REPORT DATE: 1 -13- 9
HJA JOB No: 6641
TECHNICIAN: ,1 >,J 30 1...,,,
REVIEWED BY:
WEATHER: Pa-,,t 40 o-o-e
v. 4s Pnr
WORK PERFORMED
THE FOLLOWING ITEMS WERE OBSERVED OR CHECKED DURING THIS INSPECTION:
(CHECK (X) APPROPRIATE RESPONSE ASTERISK REPONSE REQUIRES COMMENT.
Q
REMARKS: Pa-,r A v‘
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
a�c�S
3
telephone (214) 941 -3808 fax (214) 943 -7645
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
st�
SHEET OF
3
235 Morgan Ave., Dallas, Texas 75203-1025
Go S�Qety L �...sz_ �c1e1,-Lkk
LABORATORY
DATA
ASTM 0 698
FIELD TEST DATA
DENSITY: ASTM D 2922
MOISTURE: ASTM 0 3017
COMPUES
PROJECT
SPECS.
FIELD
(DENT
No.
LOCATION LAYER
OPT
MC
STD
DEN
(ocf)
DRY
DEN
(ocf)
MC
DRY
DEN
YES
NO
CIL° l
5 a_s._ a...\ e� c l�.c s k 1- cL
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24,0
6 15. I
92.o
23.8
4: i(e,j
X
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.
engineerng geoscience consultants
LOCATION: COPPELL, TEXAS DATE: q -is -q t.
WEATHER: Po--v crv- --y C-cL s
COMPACTION METHOD:
REMARKS: r N.1. G L e t l o vw
TECHNICIAN
ENGINEER
REPORT No. 1/'
telephone (214) 941 -3808
FIELD COMPACTION TESTS
PROJECT: HAVERTY'S DISIHIBUTION CENTER HJA JOB No.: 6641
CONTRACTOR: GILL EXCAVATING CO., INC. PROJECT No.:
SHEET 2 OF 3
fax (214) 943 -7645 235 Morgan Ave., Dallas, Texas 75203-1025
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HAVERTY'S FURNITURE
REGIONAL DISTRIBUTION FACILITY
FIELD DENSITY TEST
LOCATION PLAN
HENLEY—JOHNSTON ASSOCIATES, INC.
engineering geoscience consultants
HJA No.: 6641
PLATE 3 al 3
DATE AUGUST 1996