Four Seasons 2R-LR041112FIELD DENSITY TESTING
'~eport Number: 94041388.0018
Service Date: November 8, 2004
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
'lrerracon
8901 Carpenter Frwy, Ste ~100
Dallas, Texas 75247
(214) 630-1010
November 12, 2004
Project Number: 94041388
Material Information
Material Laboratory
No. Test Method
1. 413880003 ASTM D 698
2.413880001 ASTM D 698
Field Test Data
Test
No. Test Location
Description and Classification
Lab Test Data Prelect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
19.7 101.1 -1/+3 92 - 98
17.2 105.7 -1/+5 95
Dark gray & brown clay w/sand
Brown silty clay w/gravel
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elevation No. (inches) (%) (pcf) (% compaction)
Paving
82 10' S & 30' E of SW corner of bldg. Subgrade 1 6 19.1 100.4 99 *
83 10' S & 40' W of SE corner of bldg. Subgrade 1 6 18.7 100.9 100 *
84 20' S & 10' E of NE corner of bldg. Subgrade 2 6 18.3 106.9 100+
Bldg. Pad
85 Retest of #75, dated 11/05/04 I 6 23.4 * 98.0 97
86 Retest of #76, dated 11/05/04 1 6 24.5 * 97.6 97
87 Retest of #77, dated 11/05/04 1 6 24.4 * 97.9 97
88 Retest of #78, dated 11/05/04 I 6 24.9 * 98.0 97
89 Retest of #79, dated 11/05/04 1 6 24.7 * 95.0 94
90 Retest of #80, dated 11/05/04 1 6 22.7 97.3 96
91 Retest of #81, dated 11/05/04 1 6 24.9 * 97.9 97
92 Grid Line A.5/12.9 7' BEG 1 6 23.4 * 97.4 96
93 Grid Line A.5/12.9 6' BEG 1 6 22.6 94.5 93
94 Grid Line A.5/12.9 5' BEG 1 6 22.4 93.3 92
95 Grid Line B.5/12.8 4' BEG 1 6 21.9 94.1 93
96 Gdd Line B.5/12.8 3' BEG 1 6 22.7 93.9 93
97 Grid Line B.5/12.8 2' BEG 1 6 22.4 93.7 93
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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/Terracon. Test results transmitted herein are only
applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of ether apparently similar or
identical materials.
Page 1 of 2 oT.~a~7.F~.Koy
.FIELD DENSITY TESTING 'lrerracon
Client: Hill & Wilkinson LTD Project Number:94041388
Report Number: 94041388.0018
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
98 Grid Line C.5/12.9 1' BEG 1 6 22.1 94.3 93
Datum:BEG = Below existing grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~,STM D2922, ASTM D3017
Technician: Armando Rendon
Report Distribution:
(1) Hill & Wilkinson LTD
(1) City of Coppell TX
(1) City of Coppell TX
(1) Hardy McCutlah/MLM Architects Inc
(1) BCE Specialties Reviewed by: .~/,~
sRe~ib~o~pDr ~j eR~r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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/Terracon. Test results transmitted herein are only
applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or
identical materials.
FIELD DENSITY TESTING
~eport Number: 94041388.0015
Service Date: November 5, 2004
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date:
Project: BCE Specialties
100 Royal Lane
Coppell, TX
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
November 12, 2004
Project Number: 94041388
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data' Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 413880003 ASTM D 698 Dark grey & brown clay w/sand
.Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Building Pad
68 Grid Line A.5/11.2 7' BEG 1 6
69 Grid Line A.5/11.2 6' BEG 1 6
70 Grid Line A.5/11.2 5' BEG 1 6
71 Grid Line B.5/11.5 4' BEG 1 6
72 Grid Line B.5/11.5 3' BEG 1 6
73 Grid Line B.5/11.5 2' BEG 1 6
74 Grid Line C.5/11.9 1' BEG 1 6
75 Grid Line A.5/12.2 7' BEG 1 6
76 Grid Line A.5/12.2 6' BEG 1 6
77 Grid Line A.5/12.2 5' BEG 1 6
78 Grid Line B.5/12.5 4' BEG 1 6
79 Grid Line B.5/12.5 3' BEG 1 6
80 Grid Line B.5/12.5 2' BEG 1 6
81 Grid Line C.5/12.9 1' BEG 1 6
Datum: BEG = Below existing grade
19.7
101.1 +1/+5 92 - 98
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pc0 (% compection)
22.4 95.2 94
25.1 * 93.4 92
24.6 94.1 93
24.4 94.5 93
25.4 * 93.6 93
23.6 95.1 94
22.2 96.8 96
28.5 * 90.4 89 *
26.8 * 91.4 90 *
27.3 * 91.6 91 *
28.2 * 90.7 90 *
27.4 * 91.8 91 *
26.7 * 92.0 91 *
28.2 * 90.8 90 *
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 HBCfTerracon. Test results transmitted herein are only
applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently simitar or
identical materials.
Page 1 of 2
.FIELD DENSITY TESTING
Client: Hill & Wilkinson LTD
'll'erracan
Project Number:94041388
Report Number: 94041388.0015
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Field Results Reported To: Contractor
Technician: Armando Rendon
Report Distribution:
(1) Hill & Wilkinson LTD (1) BCE Specialties
(1) City of Coppell TX
(1) City of Coppell TX
(1) Hardy McCullah/TvlLM Architects
The tests were performed in general accordance with applicabJe ASTM, AASHTO, or DOT test methods. 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 HBCFrerracon. Test results transmitted herein are only
applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or
identical materials.
Page 2 of 2 o~..~0~.~.. ~.~
REPORT OF SOIL-LIME MIXTURE PULVERIZATION
'lrerracan
Consulting Engineers & Scientists
8901 Carpenter Fn~y, Suite # 100
Callas. Texas 75247
Date of Service: 11/12/04
Client No.: 72873~_ .~
Client: Hil~/W~iikinson LTD ~
80~.K(d~n Rd Ste..t-00 i
Report No.:
Project No.:
Project:
94041388.0022
94041388
BCE Specialties
100 Royal Lane
Coppell, TX
Contractor:
Test Location:
Gill Excavating ~'~"-~
Building Pad
Test Method: NTCOG
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST 1-3/4" SIEVE #4 SIEVE
LOCATION
NO. % PASSING % PASSING
1 20' S & 20' E of NW comer of pad 100 44*
2 30' S & 100' E of NW comer of pad 100 54*
3 10' S & 140' E of NW comer of pad 100 76
4 20' S & 80' W of NE comer of pad 100 52*
*Does not meet specification requirements.
0//
hnician: A, Rendon _
Report Distribution:
(1) Hill & Wilkinson LTD
(1) City of Coppell TX
(1) City of Coppell TX
3O9
(1) Hardy McCullah/MLM Architects Inc
(1) TMBP Consulting Engineers
(1) BCE Specialties
lre r' can
Rs°e Un;2 pDr ;j eRda n'aEg 'J'
This report is exclusively for thc use of the client indicated above and shall not be reproduced th full without written approval of HBC/Terracon.
REPORT OF SOIL-LIME MIXTURE PULVERIZATION
Date of Service:
Client No.:
Client:
11/12/04
72873
Hill & Wilkinson LTD
800 Klein Rd Ste 100
Piano, TX 75074
Report No.:
Project No.:
Project:
94041388.0019
94041388
BCE Specialties
100 Royal Lane
Coppell, TX
Contractor:
Test Location:
Gill Excavating
Building Pad
Test Method: NTCOG
Specification Requirements:
Minimum Passing 1-3/4" Sieve: ]00%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST 1-3/4" SIEVE #4 SIEVE
LOCATION
NO. % PASSING % PASSING
1 20' S & 20' E of NW corner of pad 100 65
2 30' S & 100'E of NW corner of pad I00 63
3 I0' S & 140' E of NW corner of pad 100 69
4 20' S & 80' W of NE corner of pad 100 67
5 40'N & 20' W of SE corner of pad 100 61
6 40' N & 80' W of SE corner of pad 100 64
7 40' N & 160' W of SE corner of pad 100 70
8 40' N & 20' E of SW corner of pad 100 68
9 60' N & 80' E of SW corner of pad 100 70
10 60' N & 160' E of SW corner of pad 100 64
Technician: A. Rendon
Report Distribution:
(1) Hill & Wilkinson LTD
(I) City of Coppell TX
(1) City of Coppell TX
309
(1) Hardy McCullah/MLM Architects Inc
(1) TMBP Consulting Engineers
(1) BCE Specialties
Semor roject Manager
This repo~ is exclusively for ~e ~e of~e client indicated above ~d shall not be reproduced in full without ~tten appr~al of ~C~e~acon