Westhaven Phase 2B-LR161215A L P N A #
TESTING
REPORT OF FIELD
rte. Tr-sTIIMA IftriytS
2209 Wisconsin Street, Suite 100 n rev e v w v
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Cullum Construction
Dallas, Texas
Westhaven Phase 26 - Utilities
Coppell, Texas
DATE: 12/15/16
OUR REPORT NO.: 162997-3
TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTHNUMBER
SOIL ID
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRV DENSITY
PCF
PERCENT
COMPACTION
COMMENT*
44
12/15/16
FG -6.0
130758/1
21.6
102.7
22.5
99
96
1-A
45
12/15/16
FG -5.0
130758/1
21.6
102.7
23.0
99
96
1-A
46
12/15/16
FG -4.0
130758/1
21.6
102.7
22.6
101
98
1-A
47
12/15/16
FG -3.0
130758/1
21.6
102.7
21.9
100
97
1-A
48
12/15/16
FG -2.0
130758/1
21.6
102.7
21.6
102
99
1-A
49
12/15/16
FG -1.0
130758/1
21.6
1 102.7
1 22.8
100
98
1-A
50
12/15/16
FG -5.0
130758/1
21.6
1 102.7
1 23.6
1 99
97
1-A
TEST LOCATION:
44
Sanitary Manhole on Line Rat Station 8+09
45
Sanitary Manhole on Line Rat Station 8+09
46
Sanitary Manhole on Line R at Station 8+09
47
Sanitary Manhole on Line R at Station 8+09
48
Sanitary Manhole on Line R at Station 8+09
49
Sanitary Manhole on Line R at Station 8+09
50
Sanitary Service to Block D, Lot 6
1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2, NATURALSUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
a l•kr�
Attef Abushakra, P.E.
ALPHATESTING, INC.
Curlesl result,antl rapers are forme exclusive use of the Cllenl (mM Ihelydeslgnaled mGpienls on from .... free) antl shall Who repmarem! erup rdlaMbaled exeeplwilh express eppmval of ALPIU. The
use of our hma. and lest results must receive our written approval. Test maulls and reports apply only to the samples testa mullml.bmrveq antl am me lndleagve el the qu.1111. of .,..all, surreal melrgilar
spetlmens.
ALPHA X
TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Cullum Construction
Dallas, Texas
Westhaven Phase 213 - Utilities
Coppell, Texas
T*076-40010aI_A4�7
C®MPACTION TESTS
DATE: 12/15/16
OUR REPORT NO.: 162997-3A
TECHNICIAN: J. Bura
TEST
NO,
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRV DENS"
PCF
PERCENT
COMPACTION
COMPACTION
Sanitary Service to Block D, Lot 8
51
12/15/16
FG -4.0
130758/1
21.6
102.7
23.7
98
96
1-A
52
12/15/16
FG -3.0
130758/1
21.6
102.7
23.3
99
96
1-A
53
12/15/16
FG -2.0
130758/1
21.6
102.7
22.4
99
96
1-A
54
12/15/16
FG -1.0
130758/1
21.6
102.7
23.0
98
95
1-A
55
12/15/16
FG -5.0
130758/1
21.6
102.7
23.5
100
97
1-A
56
12/15/16
FG -4.0
130758/1
21.6
102.7
22.7
100
98
1-A
57
12/15/16
FG -3.0
130758/1
1 21.6
102.7
21.6
1 100
97
1-A
TEST LOCATION:
51
Sanitary Service to Block D, Lot 6
52
Sanitary Service to Block D, Lot 6
53
Sanitary Service to Block D, Lot 6
54
Sanitary Service to Block D, Lot 6
55
Sanitary Service to Block D, Lot 8
56
Sanitary Service to Block D, Lot 8
57
Sanitary Service to Block D, Lot 8
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3, LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENTTREATED D. RETEST
AtlefAbushakra, P.E.
ALPHA TESTING, INC.
Our test reales and reports are forth exclusive use oft" Client sand that, designated recipients on file in our of re) end shalt not be repmduoed andle,didnin led except with express approval of ALPHA The
e of our name and lest results must meheive dmendien appfavt 1. Test results aad efforts apply only to the samples tasted ardlm absarved, and are not Indicative of the qualit es of appereally IdeMioel ofsimller
spedmeas.
A LPN A /N* T E ST INC REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Cullum Construction
Dallas, Texas
Westhaven Phase 26 - Utilities
Coppell, Texas
DATE: 12/15/16
OUR REPORT NO.: 162997-3B
TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM. I -AB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PEA ENT
COMPACTION
COMMENT"
58
12/15/16
FG -2.0
130758/1
21.6
102.7
21.9
100
97
1-A
59
12/15/16
FG -1.0
130758/1
21.6
102.7
22.5
98
96
1-A
60
12/15/16
FG -2.0
130758/1
21.6
102.7
22.0
101
98
1-A
61
12/15/16
FG -1.0
130758/1
21.6
102.7
23.6
101
98
1-A
62
12/15/16
FG
130758/1
21.6
102.7
23.1
102
99
1-A
III III 72irnTNev11ralORI
58
Sanitary Service to Block D, Lot 8
59
Sanitary Service to Block D, Lot 8
60
Water Line along Wingate Road at Station 11+00
61
Water Line along Wingate Road at Station 11+00
62
Water Line along Wingate Road at Station 11+00
D.
RETEST
1. FILL
' A.
IN PLACE PERCENT MOISTURE AND. PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENTTREATEO
D.
RETEST
af��� l•k�
AltefAhushakra, P.E.
ALPHA TESTING, INC.
Our len msulls and repdds are for the exclusive use or the Want (and Neirdesignated recipients on file in.uroffice) and shall nal ha reproduced anW.,drAdbNetl except Won..press approval of ALPHA. The
as fear name and teal resells must receive ourwdttonapproval Teal results and reports apply nnly to the samples tested an&.,.Laered, and are net indi.allve ofthe qualifies a Ta,,arally(deeded rutraft,
spap'mens.
ALPHA /*
TESTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Cullum Construction
Dallas, Texas
Westhaven Phase 213 - Utilities
Coppell, Texas
REPORT OF FIELD
COMPACTION TESTS
DATE: 12/16/16
OUR REPORT NO.: 162997-4
TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM. I -AB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCE
PERCENT
COMPACTION
COMMENT'
63
12/16/16
FG -2.0
130758/1
21.6
102.7
22.5
99
96
1-A
64
12/16/16
FG -1.0
130758/1
21.6
102.7
21.8
99
96
1-A
65
12/16/16
FG
130758/1
21.6
102.7
23.6
100
97
1-A
66
12/16/16
FG -2.0
130758/1
21.6
102.7
23.0
101
98
1-A
67
12/16/16
FG -1.0
130758/1
21.6
102.7
22.3
102
99
1-A
68
12/16/16
FG
130758/1
21.6
102.7
23.1
1 101
98
1-A
69
12/16/16
FG -2.0
130758/1
21.6
1 102.7
1 21.8
1 99
96
1-A
TEST LOCATION:
63
Water Line along Wingate Road at Station 14+00
64
Water Line along Wingate Road at Station 14+00
65
Water Line along Wingate Road at Station 14+00
66
Water Line along Eden Street at Station 2+00
67
Water Line along Eden Street at Station 2+00
68
Water Line along Eden Street at Station 2+00
69
Water Line along Johns Avenue at Station 2+00
1. FILL
A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
�h rJYl
AltefAbushakra, P.E.
ALPHA TESTING, INC.
our lest results rad reyoRsare for the a dreNe use of @e Client trop Ihabdo,fibedr l haddenls as file In our oto.) and shell not be repeduced sudd ar Nsltlhuled eviceplisilh express approval of AIPIW The
use of our name and lest results must recelve ourwdtten approval. Teel remlls and refund, apply only to Ihr samples tested an&a, observed, and red net indieslive of the rpoluds or appmenlly Wholeat unsimilar
sprelmrns,
ALPHA #v%TESTING REPORT OF FIELD
2209 Wisconsin Street, Suite 100 COMPACTION TESTS
Dallas, Texas 75229
Geotechnical I Construction Materials l Environmental
www.alphatesting.com
TBPE Firm No. 813
TESTED FOR:
PROJECT:
TEST DATA:
Cullum Construction
Dallas, Texas
Westhaven Phase 213 - Utilities
Coppell, Texas
DATE: 12/16/16
OUR REPORT NO.: 162997-4A
TECHNICIAN: J. Bura
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCP
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PDF
PERCENT
COMPACTION
COMMENT'
70
12/16/16
FG -1.0
130758/1
21.6
102.7
22.6
101
98
1-A
71
12/16/16
FG
130758/1
21.6
102.7
23.0
101
98
1-A
[ESI LUCAIIUN:
70 Water Line along Johns Avenue at Station 2+00
71 Water Line along Johns Avenue at Station 2+00
1. FILL
' A.
IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE
B.
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. TIME STABILIZED
C.
PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED
D.
RETEST
af{'fil • i+iet-
AltelfA6ushakra, P.E.
ALPHA TESTING, INC.
Our test oundla and depend are for the sxolusive use of the Client (and 0elfdeslgnsted recipients on no 1nourol0e.)ead shall net be reproduced andlartllsidhelnd fumed Win expmas app,dvaI rr AiYKA The
a of our name and lest results must receive our writhed approval. Tost results end repptlsapplyanlyco Ihesamples tested and/or observed, and ere not intlicelive p(IM1e quaglies of apparently Itlenticel orslmllar
spsourens.