Coppell Greens 2-LR 990920SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppell Greens REPORT NO.: 99-132.142
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-03-99
Moisture Content (%): Technician: J Rogers
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY
DENSITY (pCfl OPTIMUMo
MOISTURE (/o)
NO. METHOD
1 D-698A Li ht Brown Sand Cla 119.8 11.8
EN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM'D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DRY
DEpC~ MOISTURE
(%) % OF MAX.
DRY DENSITY
1 15i List 8" Water Line -Fallkirk Dr. Block F Lot 1 1 115.6 14.3 96
2 Final 8" Water Line -Fallkirk Dr. Block F Lot 1 1 114.9 14.5 96
3 15' List 8" Water Line -Mullraney Dr. Block F Lot 2 1 115.8 14.0 97
4 Final 8" Water Line - Mullrane Dr. Block F Lot 2 1 117.1 13.1 98
5 151 List 8" Water Line -Mullraney Dr. Block F Lot 4 1 116.5 13.0 97
6 Final 8" Water Line -Mullraney Dr. Block F Lot 4 1 116.0 13.4 97
7 158 List 8" Water Line -Mullraney Dr. Block F Lot 6 1 115.2 14.2 96
8 Final 8" Water Line -Mullraney Dr. Block F Lot 6 1 117.9 12.8 98
9 1s1 List 8" Water Line -Mullraney Dr. Block F Lot 10 1 116.3 13.5 97
10 Final 8" Water Line -Mullraney Dr. Block F Lot 10 1 118.1 12.5 99
NUCLEAR GAUGE I.D.:
STD. DENSITY COUNT:
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
" BFG -Below Final Grade"
SOI ECH EN6l~TERII~C~AND ESTING, INC.
James M. Perdue
Construction Materials Manager
STD. MOISTURE COUNT:
2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax
so~ttech
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppell Greens REPORT NO.: 99-132.141
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-15-99
Moisture Content (%): Technician: R Burtsell
MATERWL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD MATERIAL DESCRIPTION MAX. DRY
DENSITY (pct) OPTIMUM°
MOISTURE (/o)
1 D-698 Li ht Brown Sand Cla 119.8 11.8
fN-PLACE TE5T RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITY
(p~>7 MOISTURE
(/°) % OF MAX.
DRY DENSITY
1 15' Lift 1"Water Service Fall Kirk Dr - Block C Lot 54 1 113.9 12.8 95
2 Final 1" Water Service Fall Kirk Dr - Block C Lot 56 1 115.2 13.1 96
3 151 Lift 1" Water Service Fall Kirk Dr - Block C Lot 57 1 116.8 13.2 97
4 Final 1"Water Service Fall Kirk Dr - Block C Lot 58 1 115.6 11.9 96
5 151 Lift 1" Water Service Mullrany Dr - Block C Lot 60 1 118.7 11.8 99
6 Final 1"Water Service Mullrany Dr - Block C Lot 61 1 114.6 12.1 96
7 151 Lift 1"Water Service Mullrany Dr - Block C Lot 60 1 113.9 12.4 95
8 Final 1" Water Service Mullrany Dr - Block C Lot 61 1 114.2 11.6 95
9 15f Lift 1" Water Service Mullrany Dr - Block C Lot 65 1 114.9 11.9 96
10 Final 1"Water Service Mullrany Dr - Block C Lot 64 1 117.8 12.5 98
11 15i Lift 1"Water Service Mullrany Dr - Block C Lot 66 1 117.4 13.0 98
12 151 Lift 1"Water Service Mullrany Dr - Block C Lot 67 1 116.2 13.2 97
13 Final 1" Water Service Mullrany Dr - Block C Lot 68 1 118.1 13.0 99
14 15S Lift 1" Water Service Pullrany Dr - Block C Lot 69 ^, 119.G 12.0 99
15 Final 1" Water Service Lairds Dr - Block C Lot 74 1 116.2 11.9 97
16 15' Lift 1" Water Service Lairds Dr - Block C Lot 75 1 117.3 12.0 98
17 Final 1" Water Service Lairds Dr - Block C Lot 76 1 115.6 12.2 96
18 15' Lift 1"Water Service Lairds Dr - Block C Lot 77 1 114.9 12.8 96
19 Final 1"Water Service Lairds Dr - Block C Lot 78 1 116.8 11.2 97
20 15' Lift 1"Water Service Lairds Dr - Block C Lot 79 1 117.2 11.9 98
21 Final 1" Water Service Lairds Dr - Block A Lot 51 1 118.1 12.0 99
22 15S Lift 1" Water Service Lairds Dr - Block A Lot 50 1 115.2 13.0 96
23 Final 1" Water Service Lairds Dr - Block A Lot 49 1 116.8 11.8 97
24 15S Lift 1"Water Service Lairds Dr - Block A Lot 48 1 117.2 11.2 98
2502 Gravel Drive • Fcrt Worth. Texas 761 ? 8.817.595.0064 telephone • 817.589.7279 metro • 817.595.0708 fax
Page 2
99-132.141
25 Final 1 "Water Service Lairds Dr - Block A Lot 47 1 119.0 12.4 99
26 1'' Lift 1" Water Service Lairds Dr - Block A Lot 46 1 117.2 11.9 98
NUCLEAR GAUGE I.D.: 6161
STD. DENSITY COUNT: 2469
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILT CH ENGINE,E/]RIN ND TESTING, INC.
~~~
~" ( -~-'~
s M. Perdue
Construction Materials Manager
STD. MOISTURE COUNT: 482
2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone .817.589.7279 metro .817.595.0708 fax
Soiltech
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppell Greens REPORT NO.: 99-132.140
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-09-99
Moisture Content (%): Technician: R Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD MATERIAL DESCRIPTION MAX. DRY
DENSITY (pcf) OPTIMUM°
MOISTURE (/o)
1 D-698 Light Brawn Sandy Clay 119.8 71.8
fN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION
LOCATION REF.
CURVE DRY
DENSITY
(pcf) MOISTURE
(%) % OF MAX.
DRY DENSITY
1 1" Lift 8" Water Line Kilbridge Court - Block E Lot 35 1 114.8 10.4 96
2 2"d Lift 8" Water Line Kilbridge Court - Block E Lot 33 1 115.8 12.1 96
3 3rd Lift 8" Water Line Kilbridge Court - Block E Lot 31 1 116.5 12.4 97
4 Final 8" Water Line Kilbrid e Court - Block E Lot 30 1 117.2 12.0 98
5 15` Lift 8" Water Line Kilbridge Court - Block E Lot 19 1 115.9 11.9 97
6 Final 8" Water Line Kilbridge Ct. -Block A btwn. Lots 45 & 46 1 116.2 12.6 97
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2510 STD. MOISTURE COUNT: 496
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOI TECH EN INEERI AND TESTING, INC.
~!'rl
James M. Perdue
Construction Materials Manager
2502 Gravel Drive .Fort Worth, Texas 76118.817.595.0064 telephone .817.589.7279 metro • 817.595.0708 fax
soiltech
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppell Greens REPORT NO.: 99-132.139
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-10-99
Moisture Content (%): Technician: R Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD MATERIAL DESCRIPTION MAX. DRY
DENSITY (pCt7 OPTIMUM°
MOISTURE (/o)
1 D-698 Light Brown Sandy Clay 119.8 11.8
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPEGTk1fELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITI'
(F~ MOISTURE
(%) % OF MAX.
DRY DENSITY
1 15c Lift Kilbridge Court - Block E -Lot 30 1 115.2 10.2 96
2 2nd Lift Kilbridge Court - Block E -Lot 28 1 116.8 12.8 97
3 Final Center Line - Cul de Sac 1 115.9 12.6 97
4 15f Lift Dalmall Lane - Block E Lot 9 1 117.2 11.9 98
5 2"d Lift Dalmally Lane - Block E Lot 11 1 115.9 11.2 97
6 Final Dalmally Lane - Block E Lot 13 1 116.2 12.1 97
7 151 Lift Dalmally Lane - Block E Lot 15 1 117.5 12.4 98
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2415 STD. MOISTURE COUNT: 468
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
"INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOILT CH ENGINEERIN ND TESTING, INC.
C? %,
James M. Perdue
Construction Materials Manager
soiltech
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppell Greens REPORT NO.: 99-132.138
SPECIFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-01-99
Moisture Content (%): Technician: R Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD MATERIAL DESCRIPTION MAX. DRY
DENSITY (pcf) OPTIMUM°
MOISTURE (/o)
1 D-698 Li ht Brown Sand Cla 119.8 11.8
IN-PLACETE5T RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITY
(F~ MOI STURE
(/°) % OF MAX.
DRY DENSITY
1 3' BFG 4" Sanitary Sewer Service - Block E Lot 8 1 115.4 12.9 96
2 1' BFG 4" Sanitary Sewer Service - Block E Lot 8 1 119.6 12.0 100
3 3' BFG 4" Sanitary Sewer Service - Block E Lot 9 1 114.7 13.6 96
4 1' BFG 4" Sanita Sewer Service - Block E Lot 9 1 116.5 13.1 97
5 3' BFG 4" Sanitary Sewer Service - Block E Lot 10 1 114.3 13.8 95
6 1' BFG 4" Sanitary Sewer Service - Block E Lot 10 1 117.1 12.5 98
7 3' BFG 4" Sanitary Sewer Service - Block E Lot 11 1 116.0 12.9 97
8 1' BFG 4" Sanitary Sewer Service - Block E Lot 11 1 115.3 13.0 96
9 3' BFG 4" Sanitary Sewer Service - Block E Lot 12 1 117.9 12.1 98
10 1' BFG 4" Sanitary Sewer Service - Block E Lot 12 1 118.8 12.4 99
11 3' BFG 4" Sanitary Sewer Service - Block E Lot 13 1 119.0 11.9 99
12 1' BFG 4" Sanitary Sewer Service - Block E Lot 13 1 117.2 11.9 98
13 3' BFG 4" Sanitary Sewer Service - Block E Lot 14 1 115.4 12.9 96
14 1' BFG 4" Sanitary Sewer Service - Block E Lot 14 1 117.8 13.0 98
NUCLEAR GAUGE I.D.: 6161
STD. DENSITY COUNT: 2469 STD. MOISTURE COUNT: 482
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
" BFG -Below Final Grade"
SOILT CH ENG I~EERIN ND TESTING, INC.
J es M. Perdue
Construction Materials Manager
SOIL MOISTURE -DENSITY TEST REPORT
IN -PLACE TESTS BY NUCLEAR METHODS
CLIENT: Argus Development REPORT DATE: 09-20-99
PROJECT: Coppetl Greens REPORT NO.: 99-132.134
S'PECiFICATIONS TEST DATA
Percent Compaction: 95 % Date Tested: 09-16-99
Moisture Content (%): Technician: R Burtsell
MATERIAL REFERENCE CURVE DATA
CURVE TEST MATERIAL DESCRIPTION MAX. DRY OPTIMUM
NO.
METHOD
DENSITY (pct) °
MOISTURE (/o)
1 D-698 Li ht Brown Sand Cla 119.8 11.8
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY
TEST
NO. LIFT OR
ELEVATION LOCATION REF.
CURVE DENSITY
(P~ MOISTURE
(%) % OF MAX.
DRY DENSITY
1 15` Lift 1" Water Service Kilbridge Lane - Block A Lot 30 1 115.2 11.2 96
2 Final 1"Water Service Kilbridge Lane - Block A Lot 31 1 116.8 11.8 97
3 15' Lift 1"Water Service Kilbridge Lane - Block A Lot 32 1 115.9 12.1 97
4 Final 1" Water Service Kilbrid a Lane - Block A Lot 33 1 118.0 12.0 98
5 151 Lift 1"Water Service Kilbridge Lane - Block A Lot 34 1 117.6 11.9 98
6 Final 1"Water Service Kilbridge Lane - Block A Lot 35 1 116.8 11.7 97
7 15` Lift 1"Water Service Kilbridge Lane - Block A Lot 36 1 118.1 12.2 99
"8 Final 1" Water Service Kilbridge Lane - Block A Lot 37 1 115.4 11.0 96
9 15` Lift 1"Water Service Kilbridge Lane - Block A Lot 38 1 116.3 11.1 97
10 Final 1" Water Service Kilbridge Lane - Block A Lot 39 1 115.8 11.6 97
11 15' Lift 1" Water Service Kilbridge Lane - Block A Lot 40 1 115.7 12.0 97
12 Final 1" Water Service Kilbridge Lane - Block A Lot 41 1 117.2 11.9 98
13 15` Lift 1" Water Service Kilbridge Lane - Block A Lot 42 1 118.1 12.7 99
i4 Finai i"Water Service Kilbridge Lane - Block A Lot 43 1 116.5 11.6 97
15 151 Lift 1"Water Service Kilbridge Lane - Block A Lot 44 1 119.0 11.9 99
16 Final 1" Water Service Kilbridge Lane - Block A Lot 45 1 117.2 12.2 98
17 151 Lift 1" Water Service Kilbridge Court - Block E Lot 25 1 118.1 11.9 99
19 15` Lift 1" Water Service Kilbridge Court - Block E Lot 23 1 116.9 12.2 98
20 Final 1" Water Service Kilbridge Court - Block E Lot 24 1 116.8 12.1 97
21 15` Lift 1" Water Service Kilbridge Court - Block E Lot 21 1 118.6 12.1 99
22 Final 1"Water Service Kilbridge Court - Block E Lot 22 1 115.4 11.6 96
23 151 Lift 1"Water Service Dalmalley Lane - Block F Lot 21 1 116.1 11.8 97
24 Final 1" Water Service Dalmalley Lane - Block F Lot 22 1 116.8 12.2 97
Page 2
99-132.134
ZS 15f Lift 1 "Water Service Dalmalley Lane - Block F Lot 19 1 117.1 12.3 98
26 Final 1" Water Service Dalmalley Lane - Block F Lot 20 1 115.6 10.9 96
27 1 g' Lift 1"Water Service Dalmalley Lane - Block F Lot 17 1 116.2 11.3 97
28 Final 1" Water Service Dalmalley Lane - Block F Lot 18 1 115.0 11.2 96
29 15f Lift 1" Water Service Dalmalley Lane - Block F Lot 16 1 117.2 12.0 98
30 Final 1" Water Service Dalmalley Lane - Block F Lot 16 1 116.8 12.1 97
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2486 STD. MOISTURE COUNT: 485
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
SOIL ECH ENGINEERIN~AND TESTING, INC.
~~
/-~~~~
es M. Perdue
Construction Materials Manager