Deer Run-LR000120 (2)FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
Material
FIELD DENSITY REPORT
Density Test Method: ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
171 CI
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
Page 1
DATE PERFORMED: January 13, 2000
Method of Compaction: ASTM D -698
Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Medium brown silty clay with some olive gray mix 104.0 19.0
2 Dark brown very silty clay 100.2 21.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
6 7 1 4 inch sanitary sewer services, Block 1, 103.3 19.9 99.3
Lot 8 -B, 5 feet below grade
1 4 inch sanitary sewer services, Block 1, 100.8 21.6 96.9
Lot 7 -A, 4 feet below grade
Q 1 4 inch sanitary sewer services, Block 2, 108.1 20.8 96.2
Lot 6 -A, 3 feet below grade
1 4 inch sanitary sewer services, Block 2, 100.5 21.1 96.6
Lot 4 -B, 2 feet below grade
1 4 inch sanitary sewer services, Block 2, 100.1 21.4 96.2
Lot 3 -A, 3 feet below grade
1 4 inch sanitary sewer services, Block 2, 101.7 20.5 97.7
Lot 1 -B, 3 feet below grade
V' 1 4 inch sanitary sewer services, Block 2, 101.4 21.6 97.5
Lot 8 -A, 4 feet below grade
CP 1 4 inch sanitary sewer services, Block 2, 101.5 21.0 97.5
Lot 10 -A, 3 feet below grade
1 4 inch sanitary sewer services, Block 2, 100.8 20.7 96.9
Lot 12 -A, 3 feet below grade
Q x 1 8 inch sanitary sewer, Line F -1, station 100.2 21.5 96.3
t/ 9 +15, 1 foot below grade
t- 1 8 inch sanitary sewer, Line S -2, station 99.7 23.4 95.8
1 +35, 1 foot below grade
1 8 inch sanitary sewer, Line S -2, station 101.9 20.2 98.0
3 +90, 1 foot below grade
1 8 inch sanitary sewer, Line S -3, station 100.8 20.6 96.9
1+61, 1 foot below grade
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 13, 2000
Density Test Method: ASTM D -2922 3017
TEST PROCTOR
NO. NO.
LOCATION
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
FIELD DENSITY REPORT
TEST RESULTS
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro South Technician FUGRO SOUTH INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
Page 2
Method of Compaction: ASTM D -698
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
1 8 inch sanitary sewer, Line S -3, station 100.5 20.6 96.6
4 +40, 1 foot below grade
2 8 inch sanitary sewer, Line S -1, station 96.4 24.0 96.2
5 +60, 12 inches below grade
2 8 inch sanitary sewer, station 5 +70, 10 95.8 25.3 95.6
inches below grade
2 8 inch sanitary sewer, station 5 +80, 8 96.8 23.5 96.6
inches below grade
2 8 inch sanitary sewer, station 6 +00, 6 95.9 23.8 95.7
inches below grade
Reviewed By: �'L
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 14, 2000
Density Test Method: ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture
1 Dark brown very silty clay 100.2 21.0
2 Medium brown silty clay with some olive gray mix 104.0 19.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
41 1 8 inch water, Block 2 between Lots 2 -A 101.8 21.8 101.6
2 -B, 18 inches below grade
42 1 8 inch water, Block 2 between Lots 6 -A 101.0 22.3 100.8
5 -B, 18 inches below grade
'43 1 8 inch water, Block 2 between Lots 8 -A 102.0 21.2 101.8
8 -B, 18 inches below grade
44 1 8 inch water, Block 2 between Lots 11 -B 101.6 23.1 101.4
12 -A, 18 inches below grade
45 2 8 inch water, Block 1 between Lots 8 -A 100.7 23.0 96.1
8 -B, 3 feet below grade
2 8 inch water, Block 1 between Lots 8 -A 101.5 21.7 97.5
8 -B, 1 foot below grade
1 8 inch water, Block 2 between Lots 2 -A 101.4 21.5 101.2
2 -B, 6 inches below grade
48 1 8 inch water, Block 2 between Lots 6 -A 97.6 25.4 97.4
5 -B, 6 inches below grade
1 8 inch water, Block 2 between Lots 11 -B 98.0 21.7 97.8
12 -A, 6 inches below grade
.s'
5 1 8 inch sanitary sewer, Line G -1, station 98.3 22.5 98.1
6 +25, 3 feet below grade
Q
1 8 inch sanitary sewer, Line G -1, station 101.0 22.6 100.8
6 +30, 1 foot below grade
2 1 inch water service, Block 1, Lot 1 -A, 18 102.9 20.3 98.9
inches below grade
2 1 inch water service, Block 1, Lot 2 -B, 18 100.9 21.0 97.0
inches below grade
Material
FIELD DENSITY REPORT
GIRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
Page 1
Method of Compaction: ASTM D -698
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
Density Test Method: ASTM D -2922 3017
TEST PROCTOR
NO. NO.
SMH /bg
Distribution:
Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F. Clack Jimmy Clack
FIELD DENSITY REPORT
LOCATION
TEST RESULTS
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro South Technician FUGRO SOUTH INC.
GINO
r
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
Page 2
DATE PERFORMED: January 14, 2000
Method of Compaction: ASTM D -698
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
54 2 1 inch water service, Block 1, Lot 4 -A, 18 103.1 19.2 99.1
inches below grade
fa 2 1 inch water service, Block 1, Lot 6 -A, 18 102.0 20.0 98.0
inches below grade
565 2 1 inch water service, Block 1, Lot 10 -B, 18 101.3 20.9 97.4
inches below grade
57 2 1 inch water service, Block 1, Lot 12 -B, 18 100.4 20.6 96.5
inches below grade
a 2 1 inch water service, Block 1, Lot 14 -B, 18 99.8 23.4 95.9
inches below grade
Reviewed By: I s
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 15, 2000
Density Test Method: ASTM D -2922 3017
MOISTURE /DENSITY RELATIONS
Material
Number Description
1 Dark brown very silty clay
FIELD DENSITY REPORT
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
Method of Compaction: ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
100.2 21.0
TEST RESULTS
TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF
NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY
C 1 1 inch water service, Block 1, Lot 14 -B, 6 99.4 22.7 99.2
inches below grade
Co 1 1 inch water service, Block 1, Lot 12 -B, 6 97.8 24.3 97.6
inches below grade
c4 1 1 inch water service, Block 1, Lot 10 -B, 6 98.2 23.9 98.0
inches below grade
4 1 1 inch water service, Block 1, Lot 6 -A, 6 98.8 21.9 98.6
inches below grade
i', 1 1 inch water service, Block 1, Lot 4 -A, 6 100.5 24.3 100.3
inches below grade
r64 1 1 inch water service, Block 1, Lot 2 -B, 6 100.9 20.3 100.7
inches below grade
65 1 1 inch water service, Block 1, Lot 1 -A, 6 99.8 22.0 99.6
inches below grade
6 2 1 inch water service, Block 1, Lot 16 -A, 6 99.0 23.1 95.1
inches below grade
Remarks: All densities meet project specifications unless otherwise noted.
David Peters
Fugro South Technician FUGRO SOUTH INC.
SMH /bg
Distribution: Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
Reviewed By:
FUGRO SOUTH, INC.
CLIENT: Ryland Homes
PROJECT: Deer Run, Coppell, Texas
DATE PERFORMED: January 19, 2000
Density Test Method:
Number
1
2
TEST
NO.
Thomas Cranford
Fugro South Technician
SMH /bg
Distribution:
FIELD DENSITY REPORT
REPORT DATE: January 20, 2000
PROJECT NO.: 0791 -2308
PROCTOR
NO.
1
1
1
1
1
1
2
2
ASTM D -2922 3017 Method of Compaction:
MOISTURE /DENSITY RELATIONS
Material
Description
Olive gray very silty shaley clay
Red and yellowish tan sand
LOCATION
48 inch storm sewer, Line "A station
6 +00, 1st lift
48 inch storm sewer, Line "A station
6 +00, 2nd lift
48 inch storm sewer, Line "A station
6 +00, 3rd lift
48 inch storm sewer, Line "A station
6 +00, 4th lift
48 inch storm sewer, Line "A station
6 +00, 5th lift
48 inch storm sewer, Line "A station
4 +00, 1st lift
48 inch storm sewer, Line "A station
4 +00, 2nd lift
48 inch storm sewer, Line "A station
4 +00, 3rd lift
48 inch storm sewer, Line "A station
4 +00, 4th lift
Remarks: All densities meet project specifications unless otherwise noted.
Ryland Homes Philip Flink
City of Coppell Garth Campbell
J.F Clack Jimmy Clack
100.4
103.8
107.1
106.2
108.4
103.1
105.8
101.6
101.9
FUGRO SOUTH INC.
Reviewed By:
Tor iLli me G RO n
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
ASTM D -698
Proctor Results
Maximum Dry Density (pcf) Optimum Moisture
104.3 18.3
106.7 8.0
TEST RESULTS
UNIT DRY MOISTURE PERCENT OF
WEIGHT CONTENT PERCENT MAXIMUM DENSITY
16.7
17.3
17.0
19.1
18.4
17.9
16.6
7.1
7.0
96.2
99.5
102.3
101.4
103.9
98.8
101.4
95.2
95.5