Belt Line Trade-LR060705
REED EnGinEERinG
GEOTECHNICAL AND G R CJ U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Belt Line Trade Center Building A
500 E. Belt Line Road
Coppell, Texas
REPORTED TO: IDI
5420 LBJ Freeway, Suite 1275
Dallas, Texas 75240
A TIN Mr Chris Parnell
CONTRACTOR: Raymond Construction
Proctor
No.
1
2
3
4
5
ASTM
Standard
0-698
0-698
0-698
0-698
0-698
Descri tion
Dark red & gray clay
Orange & gray sandy clay
Tan & gray sandy clay
Dark brown & gray clay
Light brown & gray clay w/calcareous
nodules
& ra shale cia lime-treated
6
0-698
Depth
Below
FinalS. G.
feet
60
50
40
30
2.0
1 0
00
50
40
30
20
1 0
00
40
30
20
1 0
00
20
1 0
00
Field
Density
c
1040
1055
964
1036
1044
962
957
1033
955
104.2
1039
95.2
950
1036
1045
1047
961
958
965
999
1030
REPORT NO. 29
REPORT DATE: 07-05-06
REG PROJECT NO. 13335
TECHNICIAN: G Green
PAGE: 1 of 2
Optimum
Moisture, %
186
164
10.9
206
21.2
18.9
Field
Moisture
%
17.2
165
21 4
176
168
21 6
21 8
179
221
170
174
22.3
22.5
17 1
16.9
167
21 4
21 7
196
21 7
187
7' ~ f&tJ
'L.
Test
No.
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
Dale L2 lion
06-20-06 Sanitary Line 1 ST A 10+40
Sanitary Line 1 ST A 10+41
Sanitary Line 1 ST A 10+42
Sanitary Line 1 ST A 10+43
Sanitary Line 1 ST A 10+44
Sanitary Line 1 ST A 10+45
Sanitary Line 1 ST A 10+46
Sanitary Line 1 ST A 7+50
Sanitary Line 1 STA 7+51
Sanitary Line 1 ST A 7+52
Sanitary Line 1 STA 7+53
Sanitary Line 1 STA 7+54
Sanitary Line 1 STA 7+55
Sanitary Line 1 STA 4+30
Sanitary Line 1 STA 4+31
Sanitary Line 1 STA 4+32
Sanitary Line 1 ST A 4+33
Sanitary Line 1 ST A 4+34
06-21-06 Fire Lane 150'N, 10'W(1
Fire Lane 150'N, 1 '
Fire Lane 150'
101 1
Proctor Compaction
10 Level %
2 96.8
2 98.2
5 977
2 965
2 97.2
5 976
5 971
2 96.2
5 969
2 970
2 967
5 966
5 963
2 965
2 973
2 975
5 975
5 97.2
1 955
4 97.2
2 959
2424 STUTZ DR . SUITE 400 . DALLAS TX 75235 . TEL [214] 3505600 . F" [214] 3500019
REPORT NO. 29
REPORT DATE. 07-05-06
REG PROJECT NO. 13335
PAGE. 2 of 2
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % 10 Level %
434 06-22-06 Water Line 150'N, 200'W(2) 20 940 22.9 5 953
435 Water Line 150'N, 201 'W(2) 1 0 1120 12.8 3 95.8
436 Water Line 150'N, 202'W(2) 00 948 22.3 5 961
437 Water Line 50'S, 75'E(2) 2.0 1034 174 2 963
438 Water Line 51 'S, 75'E(2) 1 0 1031 176 2 96.0
439 Water Line 52'S, 75'E(2) 00 1124 12.0 3 96.2
440 06-24-06 Bldg Pad B.2-3 30 112 1 12.8 3 959
441 Bldg Pad B.2-3 1 20 1127 12.2 3 964
442 Bldg Pad B.2-3 3 1 0 983 189 1 973
443 Bldg Pad B.2-3 4 00 1038 171 2 966
444 Bldg Pad B.2-6 5 2.0 103.2 174 2 961
445 Bldg Pad B.2-6 6 1 0 979 19.2 1 96.9
446 Bldg Pad B.2-6 7 00 976 194 1 966
447 06-24-06 Bldg Pad 80'N, 80'W(3) 30 1130 11 5 3 967
448 Bldg Pad 80'N, 240'W(3) 30 1134 11 7 3 970
449 Bldg Pad 50'N, 80'W(3) 30 112.8 11 9 3 96.5
450 Bldg Pad 50'N,240'W(3) 30 1038 174 2 966
451 Bldg Pad 20'N, 80'W(3) 30 104.2 168 2 970
450 Bid Pad 20'N, 240'W 3 30 1124 12.3 3 96.2
Comments Where tested, materials were in compliance with project specifications
Footnotes (1) Measurements referenced from S W building corner
(2) Measurements referenced from N E. building corner
(3) Measurements referenced from S E. building corner
Mail
Distribution: (1) IDI/Mr Chris Parnell
(1 ) Raymond Construction/
Mr David Layne
(1) City of Coppell/Mr Larry Davis
(1 ) City of Coppell/Mr Lee Stone
Submitted by'
REED ENGINEERING GROUP, LTD.
Originai Signed By
Bill Woolwine
Sr. Manager, CMT
BW/rs
REED EnGinEERinG
GEOTECHNICAL AND G R CJ U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Belt Line Trade Center Building A
500 E. Belt Line Road
Coppell, Texas
REPORTED TO: IDI REPORT NO. 25
5420 LBJ Freeway, Suite 1275 REPORT DATE: 07-05-06
Dallas, Texas 75240 REG PROJECT NO. 13335
ATTN Mr Chris Parnell TECHNICIAN: G Green
PAGE: 1 of 2
CONTRACTOR: Raymond Construction
Proctor ASTM Optimum
No. Standard Descri tion Moisture, %
1 0-698 Dark red & gray clay 186
2 0-698 Orange & gray sandy clay 164
3 0-698 Tan & gray sandy clay 109
4 0-698 Dark brown & gray clay 206
5 0-698 Light brown & gray clay w/calcareous 21.2
nodules
6 0-698 Red brown & ra shale cia lime-treated 18.9 101 1
Depth
Below Field Field
Test Final S. G. Density Moisture Proctor Compaction
No. Date Location feet c % 10 Level %
393 06-14-06 Storm Line B ST A 0+50 30 1035 173 2 964
394 Storm Line B ST A 0+50 2.0 1038 170 2 966
395 Storm Line B ST A 0+50 1 0 1041 16.8 2 969
396 Storm Line B ST A 0+50 00 1047 166 2 975
397 Storm Line B ST A 2+00 30 993 21 3 4 966
398 Storm Line B ST A 2+00 20 995 21 0 4 968
399 Storm Line B ST A 2+00 1 0 1045 165 2 973
400 Storm Line B STA 2+00 00 112.7 126 3 964
401 Storm Line B ST A 9+50 30 1130 120 3 967
402 Storm Line B ST A 9+50 20 99.2 21 5 4 965
403 Storm Line B STA 9+50 1 0 112.8 12.2 3 965
404 Storm Line B STA 9+50 00 988 21 7 4 961
405 Storm Line B STA 11+50 30 973 196 1 963
406 Storm Line B ST A 11 +50 20 975 194 1 965
407 Storm Line B ST A 11 +50 1 0 977 191 1 967
408 Storm Line B ST A 11 +50 00 981 188 1 971
409 Storm Line B ST A 13+00 30 1001 208 4 974
410 Storm Line B ST A 13+00 20 1135 11 5 3 971
411 Storm Line B ST A 13+00 1 0 1133 11 8 3 969
412 Storm Line B ST A 13+00 00 1137 11 3 3 973
2424 STUTZ DR . SUITE 400 . DALLAS TX 75235 . TEL [214] 3505600 . FAX [214J 3500019
REPORT NO 25
REPORT DATE. 07-05-06
REG PROJECT NO. 13335
PAGE. 2 of 2
Comments. Where tested, materials were in compliance with project specifications
Mail
Distribution: (1) 10l/Mr Chris Parnell
(1) Raymond Construction/
Mr David Layne
(1) City of Coppell/Mr Larry Davis
(1) City of Coppell/Mr Lee Stone
Submitted by'
REED ENGINEERING GROUP, LTD.
Original Signed By
Bill Woolwine
Sr Manager, CMT
BW/cn