Verizon-LR 981006IN-PLACE DENSITY I STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
09/27/1998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9825397
Project No.: 43-2333-98
Report Date
10/06/1998
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
YD No.
Maximum
Description Moisture % Density per
Project Re~luirements
Moisture Density
Light Brown & Light Gray Silty 12.5 116.5
Sand w/Dark Gray Clay Balls
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
M/D MOISTURE
TEST LOCATION No. (%)
DRY DENSITY DENSITY
(pcf) (% max)
72
73
74
75
76
77
Subgrade
South Parking
SE Comer of West Wing, 100'S & 90'E 1 13.1
SE Comer of West Wing, 100'S & 190'E 1 13.5
SE Comer of West Wing, 200'S & 80'E 1 13.0
SE Comer of West Wing, 200'S & 180'E 1 13.7
SE Comer of West Wing, 300'S & 95'E 1 13.2
SE Comer of West Wing, 300'S & 195'E 1 13.6
Test results on this report meet project specification.
Prior to Fill.
113.1 97
113.8 98
113.0 97
113.7 98
113.2 97
114.1 98
Technician: Tex King
R.,..~eport Distribution:
"he Beck Group -,
Gromatzky Dupree & Assoc.
O) Brockette Davis Drake, Inc.
(1) The Beck Group
(I) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(1) The Beck Group
Engineering, Inc.
Eugoner~
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, inc.
07TMP Page I of 1
IN-PLACE DENSITY T STING
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
09/26/1998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9825392
Project No.: 43-233~-98
Report Date
10/06/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
7D No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Med to Lt Brown Silty Sand
w/Some Sandstone
13.0 115.0
FIELD DENSITY TESTS
-1/+3% 95%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
49
5O
51
52
53
54
55
56
57
58
59
Northeast Parking
NE Comer of East Wing, 90'N & 90'E, 1 st Lift
NE Comer of East Wing, 180'N & 90'E, 1st Lift
NE Comer of East Wing, 90'E & 80'S, 1 st Lift
NE Comer of East Wing, 90'E & 180'S, 1 st Lift
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
90'E & 280'S, 1 st Lift
90'E & 360'S, 1st Lift
195'E & 40'N, 1st Lift
195'E & 80'S,lst Lift
195'E & 180'S, 1st Lift
195'E & 280'S, 1st Lift
195'E & 360'S, 1st Lift
1 14.1 111.4 97
1 14.5 111.7 97
1 14.8 112.2 98
l 14.7 111.2 97
1 14.3 111.4 97
1 14.6 111.7 97
1 14.2 111.6 97
1 14.7 111.7 97
1 14.6 111.4 97
1 14.1 111.2 97
1 14.3 111.1 97
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page I of 2
Report No.:
9825392
TEST
61
62
63
64
65
66
67
68
69
70
71
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pcO (% max)
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
NE Comer of East Wing,
290'E & 30'BI, 1 st Lift
290'E & 90'S, 1 st Lift
300'E & 190'S, 1st Lift
300'E & 290'S, 1 st Lift
300'E & 340'S, 1st Lift
400'E & 70'S, 1st Lift
400'E & 170'S, 1st Lift
400'E & 270'S, 1st Lift
400'E & 370'S, 1st Lift
490'E & 330'S. 1st Lift
490'E & 230'S, 1st Lift
490'S & 130'S, 1st Lift
1 14.6 111.4 97
1 14.1 111.8 97
1 14.0 111.6 97
1 13.7 111.2 97
1 14.2 111.4 97
1 14.4 111.8 97
1 14.6 111.4 97
1 14.1 111.9 97
1 14.3 112.2 98
1 14.1 111.7 97
1 14.6 111.9 97
1 14.5 112.1 98
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
(I) The Beck Group
(1) Gromatzky Dupree & Assoc.
~"qrockette Davis Drake, I~.nc.
he Beck Group
(1) Brockette Davis Drake, Inc.
(I) Cooper Excavation
(1) The Beck Group
~ Eng..
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
IN-PLACE DENSITY., STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
09/25/1998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9825350
Project No.: 43-233~-98
Report Date
10/06/1998
Project: GTE Shared Services
Coppell Roa~l & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
'/D No.
Description
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
Dark Reddish Brown Clayey
Sand w/Gravel
10.0 124.5
FIELD DENSITY TESTS
opt. or above 93%
TEST
NO
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
44
45
46
47
48
East Wing
NE Comer 50'W & 20'S, 2nd Lift
NE Comer 50'W & 60'S, 2nd Lift
NE Comer 50'W & 90'S, 2nd Lift
NE Comer 50'W & 160'S, 2nd Lift
NE Comer 50'W & 200'S, 2nd Lift
1 12.1 119.6 96
1 11.9 119.1 96
1 12.1 1i9.0 96
1 12.0 119.1 96
1 12.2 118.8 95
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
~ ~lae Beck Group
Jromatzky Dupree & Assoc.
!,1) Brockette Davis Drake, Inc.
(I) The Beck Group
(I) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(I) The Beck Group
c'
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page ! of l
IN-PLACE DENSITY I, STING
Date of Service:
Client No.:
09/24/1998
THE BECK
Client: The Beck Group Project:
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9825258
Project No.: 43-2333-98
Report Date
10/06/1998
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
~ Maximum Project Requirements
I/D No. Description Moisture % Density pcf Moisture Density
1 Medium to Light Brown Silty 13.0 115.0 -1/+3% 95%
Sand w/Some Sandstone
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pc0 (% max)
Northeast Parking
21 NE Comer of East Wing, 100'N & 80'E I 14.1 110.5 96
22 NE Comer of East Wing, 200%1 & 80'E 1 13.8 110.4 96
23 NE Comer of East Wing, 100'E & 70'S 1 13.0 110.7 96
24 NE Comer of East Wing, 100'E & 170'S 1 14.4 110.5 96
25 NE Comer of East Wing, 100'E & 270'S 1 14.1 111.0 97
26 NE Comer of East Wing, 100'E & 370'S 1 14.3 111.0 97
27 NE Comer of East Wing, 200'E & 50'N 1 14.4 110.5 96
28 NE Comer of East Wing, 200'E & 70'S 1 14.2 111.6 97
29 NE Comer of East Wing, 200'E & 170'S 1 14.5 111.2 97
30 NE Comer of East Wing, 200'E & 270'S 1 14.6 110.7 96
31 NE Comer of East Wing, 200'E & 370'S 1 14.1 111.0 97
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page I of 2
Report No.: 9825258
TEST
~ z NE Comer
33 NE Comer
34 NE Comer
35 NE Comer
36 NE Comer
37 NE Comer
38 NE Comer
39 NE Comer
40 NE Comer
41 NE Comer
42 NE Comer
43 NE Comer
Subgrade Prior
TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pct') (% max)
of East Wing, 300'E & 40%T
of East Wing, 300'E & 70'S
of East Wing, 300'E & 170'S,
of East Wing, 300'E & 270'S,
of East Wing, 300'E & 370'S
of East Wing, 400'E & 80'S
of East Wing, 400'E & 180'S,
of East Wing, 400'E & 280'S
of East Wing, 400'E & 350'S
of East Wing, 500'E & 350'S
of East Wing, 500'E & 250'S
of East Wing, 500'E & 150'S
to Fill.
I 14.4 110.7 96
1 14.3 110.5 96
1 13.7 110.7 96
1 13.6 11 !.0 97
1 14.1 110.5 96
! 14.4 110.4 96
1 14.3 111.2 97
1 14.5 111.0 97
1 14.1 111.1 97
1 14.6 110.9 96
1 14.9 111.0 97
1 14.6 111.0 97
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
~ ~e Beck Group
,romatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(I) Brockette Davis Drake, Inc.
(I) Cooper Excavation
(1) The Beck Group
HEn'
g~nee ' , I .
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
07TMP Page 2 of 2