Stoneleigh P2-LR001006 ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 70229
972/620-8911- 972/263-4937 (Metro) DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 10106/00
DALLAS, TEXAS
PROJECT: STONELEIGH (~ RIVERCHASE OUR REPORT NO: 00652-17
COPPELL, TEXAS
TECHNICIAN: D.H.
WEATHER: CLOUDY TEMPERATURE RANGE: 50 TO 55
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLE WAS OBTAINED FROM THE FOLLOWING LOCATION:
SANITARY SEWER LINE S-2 AT STATION fK)+75
A TOTAL OF 28 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR UTILITIES. SEE ATTACHED REPORT
FOR RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
GEORGE WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2209 Wisconsin St.. Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/06/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-17A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPT1MUM MAXIMUM LAB IN Pr. ACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MO~S'I1JRE DRY D~NSITY MOISTURE DRY DENSnY COMPACnON COMMENT*
% Pc= % PCF
164 10/06/00 FG-5.0 2 17.5 108.5 19.3 106 98 1 -A
165 10/06/00 FG-4.0 2 17.5 108.5 19.4 107 99 1 -A
166 10/06/00 FG-3.0 2 17.5 108.5 18.7 107 98 1-A
167 10106100 FG-2.0 2 17.5 108.5 21.1 105 97 1-A
168 10106100 FG-1.0 2 17.5 108.5 20.5 107 98 1-A
169 10106100 FG 2 17.5 108.5 18.8 107 98 1-A
170 10~06~00 FG-4.0 2 17.5 108.5 21.0 105 97 1-A
TEST LOCATION:
164 SANITARY SEWER LINE S-2 AT STATION fK]+75
165 SANITARY SEWER LINE S-2 AT STATION ~3+78
166 SANITARY SEWER LINE S-2 AT STATION #0+80
167 SANITARY SEWER LINE S-2 AT STATION #0+82
168 SANITARY SEWER LINE S-2 AT STATION #0+85
169 SANITARY SEWER LINE S-2 AT STATION #0+90
170 SANITARY SEWER LINE S-2 AT STATION #3+00
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
FILl A. IN Pt. ACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES HOT COMPLY WTI'H SPECIFICATIONS I~, ~t
LIME S'~ABILIZED C. PERCE~T. IN Pt. ACE MOIS'~JRE DOES NOT COMPt.Y WITH SPECIFICATIONS
cEMENTTREATED D. RETEST A C.
Geotechnical Engineering · Construction Meterials Testing · Environmental Engineering ·
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
220;> Wisconsin St., Suite I00
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/06/00
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-17B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
171 10/06/00 FG-3.0 2 17.5 108.5 20.1 107 98 1-A
172 10/06/00 FG-2.0 2 17.5 108.5 19.0 107 99 1-A
173 10/06/00 FG-I.0 2 17.5 108.5 19.8 105 97 1-A
174 10/06/00 FG 2 17.5 108.5 20.3 105 97 1-A
175 10~06/00 FG-3.0 2 17.5 108.5 19.7 104 96 1 -A
176 10/06/00 FG-2.0 2 17.5 108.5 18.5 105 97 1-A
177 10/06/00 FG-1.0 2 17.5 108.5 17.9 107 99 1 -A
TEST LOCATION:
171 SANITARY SEWER LINE S-2 AT STATION #3+02
172 SANITARY SEWER LINE S-2 AT STATION #3+05
173 SANITARY SEWER LINE S-2 AT STATION #3+07
174 SANITARY SEWER LINE S-2 AT STATION #3+10
175 SANITARY SEWER LINE So3 AT STATION #1+00
176 SANITARY SEWER LINE S-3 AT STATION #1+02
177 SANITARY SEWER LINE S-3 AT STATION #1+05
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL ~ II~yS~ ~
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS C~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS p~
3. LIME STABILIZED - C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
'4. CEMENT TREATED D. RETEST ~r~'~
Geotechnical Engineering · ConstrucUon Materials Testing · Environmental Engineering · n n
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin ~., Suite I00
Dallas. Texas 70229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10/06/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-17C
COPPELL, TEXAS
TEST DATA':
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~ NUMBER MC~STURE DRY DENSm~ MO~URE DRY OENS~Y COMPAC'nON COMMENT*
% PCF % PCF
178 10/06/00 FG 2 17.5 108.5 18.5 105 97 1-A
179 10106/00 FG-2.0 2 17.5 108.5 20.3 103 95 1 -A
180 10/06/00 FG-1.0 2 17.5 108.5 19.3 106 97 1-A
181 10/06/00 FG 2 17.5 108.5 18.9 105 97 1-A
1'82 10/06/00 FG-2.0 2 17.5 108.5 19.0 105 97 1-A
183 10/06/00 FG-1.0 2 17.5 108.5 20.0 106 98 1-A
184 10/06100 FG 2 17.5 108.5 20.2 105 97 1-A
TEST LOCATION:
178 SANITARY SEWER LINE 3 AT STATION #1+09
1.79 8" WATER LINE 20' NORTH AND 40' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #16
180 8" WATER LINE 20' NORTH AND 40' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #16
181 8*' WATER LINE 20' NORTH AND 40' EAST OF THE NORTHWEST CORNER OF BUILDING PAD #16
182. 8" WATER LINE 15' WEST AND 45' SOUTH OF THE NORTHWEST CORNER OF BUILDING PAD #19
183 8" WATER LINE 15' WEST AND 45' SOUTH OF THE NORTHWEST CORNER OF BUILDING PAD #19
184 8" WATER LINE 15' WEST AND 45' SOUTH OF THE NORTHWEST CORNER OF BUILDING PAD #19
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
/
1. FILL * A. IN P1.ACE I:~RCEN'T MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICA~
2. NATURAL SUBGRAD~ B. PERCENT COMPACTION DOES NOT COMPLY vVn'H SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PI. ACE ~E DO~S NOT COMPLY VVt'I'H SPECIFICATIONS
4. ~EMENTTREATED D. RETEST .
Geotechnical Engineedng · Construction Meterfals Testing · Environmental Engineerfng ·
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINO, INC.
2_209 Wisconsin St.. Suite I00
Dallas. Texas 75229
972/620.8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 10106100
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-17D
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~TIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENStTY COMPACTION COMMENT*
% PCF % PCF
185 10106/00 FG-3.0 2 17.5 108.5 19.0 105 96 1-A
186 10/06/00 FG-2.0 2 17.5 108.5 20.7 104 96 1 -A
187 10/06/00 FG-1.0 2 17.5 108.5 18.6 105 97 1-A
188 10106/00 FG 2 17.5 108.5 18.7 107 99 1-A
189 10/06/00 FG-3.0 2 17.5 108.5 19.1 105 97 1-A
190' 10/06/00 FG-2.0 2 17.5 108.5 18.9 104 96 1-A
191 10106100 FG-1.0 2 17.5 108.5 19.8 104 96 1 -A
TES. T LOCATION:
185 -6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD #26
186 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD #26
187 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD #26
188 , 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD ~r26
189 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD-#24
190 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD ~24
191; 6" SANITARY SEWER LATERAL SERVICE TO BUILDING PAD #24
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
2. NATURALSUBGRADE B. PERCENTCO~4PACTIONDOESNOTCONIP~YV~ll-IS~a~-ClFIC~TIONS it
3. LIME STABII ~ C. ~ IN ~ MOt~I'URE DO~S NOT COMPLY WITH SPECIFICATIONS f~
4. CEMENTTREATED D. RETEST
"Geotechnical Engineering · Construction Materiels Testing · Environmental Engineering tti/
A our Report Number.: 00652-18 Date: 1016100
////, Material Description: Dark Brown Clay Some Silt
Classification: (CH)
LPHA TESTIN( , INC. Sample Location: Sanitary Sewer Line S-2
220~ ~ St., Suite 100 Station 0+75
Dollos, Texos 7,5229
~72/d~3.8911 - ~72/2d~3-4~37 (A4etro) Method of Test: ASTM-D698-A
FAX: ~72/dG5-8023 Soil Identification Number: 3
Client: Spring Valley Construction Maximum Dry Unit Weight: 90.0 pcf
Dallas, Texas Optimum Moisture Content: 28.0 %
Project: StoneLeigh ~ Riverchase Liquid Limit: 71
Coppell, Texas Plasticity Index: 18
MOISTURE DENSITY RELATIONSHIP
los ! \ ZERO AIR VOIDS CURVES'
FOR
I SPECIFIC GRAVITIES OF:
~j_ 2.60
_ 2.70
~s ~ 2.80
i
70 '
MOISTURE CONTENT