Vistas of C P3-LR 990226FUGRO SOUTH, INC.
FIELD DENSITY REPORT
fsRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax (972) 620 -7328
CLIENT: Centex Homes REPORT DATE: February 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas PROJECT NO.: 0781 -2276
DATE PERFORMED: February 19, 1999
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D-698
MOISTURE/DENSITY RELATIONS
Material Proctor Results
Number
Description
Maximum Dry Density (pcf)
Optimum Moisture ( %)
1
Medium brown silty sandy clay with some gravel
106.6
18.3
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT MAXIMUM DENSITY
183
1
18 inch Storm Line SDI, Station 5 +50,
103.6
18.7
97.2
Leyndice Drive, 1 foot below grade
184
1
21 inch Storm Line SDI, Alley A, Block B,
100.8
21.3
95.0
Station 1 +00, 1 foot below grade
185
1
18 inch Storm Line SDI, Alley A, Block B,
103.9
19.6
97.5
Station 3 +50, 1 foot below grade
186
1
21 inch Storm Line SD2, Station 0 +40, 1
103.4
18.1
97.0
foot below grade
187
1
18 inch Storm Line SD2, Alley C, Block A,
102.9
21.2
96.5
Station 0 +80, 1 foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro South Technician FUGRO SOUTH INC.
Reviewed by:
SMH /em
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
Legends Construction
FUGRO SOUTH, INC.
r i
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Centex Homes Report Date: February 26, 1999
PROJECT: Vistas of Coppell 3, Coppell, Texas Project No.: 0781 -2276
SAMPLE DATE: February 17, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (AsTM c- 1o64):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
MB Structures Inc.
7065899
CONCRETE SUPPLIER:
Lattimore
65
PLANT/TRUCK:
7/752
77
MIX ID NUMBER:
38
1:57
AIR ( %) (ASTM C -231) :
LOAD
2:45
WATER ADDED (gal):
15
Clear
SLUMP (in.) (ASTM C -143) :
4.5
Box culvert, west wall, west of intersection of Lyndsie and Waterview
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 5
7
2 -24 -99
83000
2935
3000/28 days
VOC 6
28
1 3 -17 -99
VOC 7
28
3 -17 -99
VOC 8
Hold
Fracture mode is (A) unless otherwise noted
Sp ecifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
Methods: ASTM C -39
Fracture: A® B® C D
REMARKS:
Technician: Ted Nicholas
FUGRO SOUTH INC.
Reviewed By: Z7
SMH /mv
Distribution: Centex Homes - Robert Poole
City of Coppell - Larry Davis
M B Structures