Vistas of C P3-LR 990506 (2)FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: May 6, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 7, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors
6094694
CONCRETE SUPPLIER:
Lattimore
70
PLANT/TRUCK:
6/802
78
MIX ID NUMBER:
42
9:45
AIR ( %) (ASTM C -231) :
LOAD
9:00
WATER ADDED (gal):
0
Sunny
SLUMP (in.) (ASTM C -143) :
4
Park Highlands Court, sampled at station 1 +60
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 11 , 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 61
7
04114/99
126000
4460
3600/28 days
VOC 62
28
05/05/99
145000
5130
VOC 63
28
05/05/99
148000
5240
VO 64
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Cu king ASTM C -31
® ®
Methods: ASTM C -39
Fractu of A B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
Reviewed By:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis j
FUGRO SOUTH, INC.
�SRO
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date May 6, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 7, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contractors
6094720
CONCRETE SUPPLIER:
Lattimore
74
PLANT/TRUCK:
6/963
79
MIX ID NUMBER:
42
11:05
AIR ( %) (ASTM C -231) :
LOAD
12:00
WATER ADDED (gal):
0
Overcast
SLUMP (in .) (ASTM C -143) :
5
Springhill Drive, sampled at station 8 +40
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
( days)
TESTED
(pounds)
(psi)
(psi)
VOC 65
7
04/14/99
94000
3330
3600/28 days
VOC 66
28
05/05/99
114000
1 4030
VOC 67
28
05/05/99
116000
4100
VOC 68
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0
Curing:
Methods: ASTM C -39
Fracture: A® B C D
REMARKS:
Technician: Mike Flute
FUGRO SOUTH INC.
Reviewed By:
SM H /em
Distribution: Centex Homes - Robert Poole
City of Coppell -Larry Davis J
FUGRO SOUTH, INC.
�GiRO
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301: Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date May 6, 1999
PROJECT Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: April 6, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Gilco Contracting Company
7068639
CONCRETE SUPPLIER:
Lattimore
84
PLANT/TRUCK:
7/786
75
MIX ID NUMBER:
42
2:46
AIR ( %) (ASTM C -231) :
4.8
3:43
WATER ADDED (gal):
0
Sunny /clear
SLUMP (in.) (ASTM C -143) :
3
Pavement of alley
between Springhill Drive and
Natches Trace
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
VOC 53
7
04/13/99
107000
3780
3600/28 days
VOC 54
28
05/04/99
127000
4490
VOC 55
28
05/04/99
125000
4420
VOC 56
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
ASTM C
Types of
Fracture: U E z
Curing:
Methods: -39
A B C D
REMARKS:
Technician: Frank Daniel
FUGRO SOUTH INC.
Reviewed By:
SMH /em
Distribution: Centex Homes - Robert Pool
City of Coppell - Larry Davis
May-13-99 03-01P P.02
,)
iviTi.'tJ y linu) 14 4U VLAILA nVI•,UO
FUGRO SOUTH, INC.
2180 Virgo LWw; Oalas, Toms ISM
Ph (972) 4944m; Fax (572) w -772
MELD DENSITY REPORT
CLIENT: Centex Homes REPORT DATE: May G. 1999
PROJECT: Daycare Center. Coppall PROJECT NO.: 0791 -2120
Page 1
Dsnslty Test Matl+od
ASTM A-2W a 3017
MMod of CoMpaction:
AMM 04NN
MOISTURMENSITY RELATIONS
Material
Proctor Results
Number
Desorlpdon
Maximum Dry Density (pcf) Optimum Moisture ( %)
1
Mediurn brown clay
94.4
25.1
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
WEIGHT
MOIS1e'l1RE Panc NT OF
COKMNT PMIRCENT MAXIMUM DENSITY
NO.
NO.
1
1
Channel bacdll at 100 feet west Of
93.4
27.1
96.9
northwest Comer of building, 1 st lilt
2
1
Channel becldill at 90 feet west of
91.0
30.5
96.4
northwest comer of building, 2nd In
3
1
Channal backkfill at 75 feet west of
93.7
26.6
99.3
northwest corner of building, 3rd lift
4
1
Channel bacdll at 60 feet west of
92.8
26.0
98.3
northwest comer of building, 4th lift
5
1 _
Channel backnl V 65 fact west of
92.6
29 -8
9 6. 1
northwest Cornier of building, 3th lift
$
1
Channel baokfili at 50 feet west of
94.0
28.2
99.6
northwest comer of building, 6th lift
7
1
Channel backilill at north and of building,
94.9
27.6
100.5
1 st lift
8
1
Channel backflll at 10 feet east of
92.8
27.9
98.3
northwest comer of building, 2nd IA
g
1
Charnel backflll at 10 Feet east Of
92.8
26 -4
98.3
northeast comer of building, 3rd ilft
10
t
Channel backfill at north end of building,
91.0
30.4
96.4
center, 4th lift