Gateway BP(2.1)-LR 980924 ~200 King Arthur Drive
Da/as, Texas 75247-3610
~hone 2~4 551-4372 Fax 214..'631-,4380
Client: Mr. Robert McCanu Date: 09/24/98
Catellus Development Corporation Project No.: 1598-0007
4545 Fuller Drive, Suite 100 Report No.: 107
Irving TX 75038 Technician: S. Spinks
. Project: Lucent Technologies .
GRADATION TESTS OF LIME TREATED SOIL
Test Date: 09/15/98
Test Percent Passing the U.S.
No. Location No. 4 Sieve bx' Weight
1 Parking - 60' S and 55' W of SE Comer of Building 73
2 Parking - 75' S and 250' W of SE Comer of Building 74
cc: Cadence McShane GDA - Scott McCreary
Ha3aaes Whaley - Mark Thompson
City. of Coppell - Garreth Campbell
920"3 King Arthur Drive
Ba::ss. Texas 75247-3610
?-.:.".e 214 ~3!-,4372 Fax 214..'~31-438,0
Mr. Robert McCann Project No.: 1598-0007
Catellus Development Corp. Project: Lucent Technologies I
4545 Fuller Dr., Suite 100 Location: Paving and Parking Area at East Face of Building
Irving, Texas 75038 Report No.: 106
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIF'r/ PROCTOR FIELD FIELD ?ERCEN-'r
NO. OF DEPTIt TEST DENSITY MO: STL"RE OF
'I'EST NO. PCF ~, ;. SPECIIZIED
NL~fBER CO.xdt>ACTiON
103 09/08/98 102 105' N and 80' E of Column 1 88.5 29.4 97.0
TESTS PERFORMED BY: Shane Spinks TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.: #1 - 91.2 pcf@ 28.0% moisture
DISTRIBUTION: Cadence McShane
GDA, Scott lvfcCreary
Haynes Whaley - Mark Thompson
City of Coppell - Garreth Campbell
PAGE I OF I
9200 King Arl, hur Drive
Dal!&s. Tex&s 75247-3610
Phone 2~z ¢-'~'-4372.~, Fax 214.'631-4380
Mr. Robert McCann Project No.: 1598-0007
Catellus Development Corp. Project: Lucent Technologies I
4545 Fuller Dr., Suite 100 Location: Firelane and Parking Area at East Face of Building
In'ing, Texas 75038 Report No.: 105
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFT,' PROCTOR FIELD FIELD PERCENT
NO. OF DEP'Frl TEST DENSITY .MO!STU.'RE OF
TEST NO. PCF % SPECiFiED
NL.'X~ER CCX~PACTION
99 09/08/98 - 175' W of Freeport PkxL'y in Firelane W. of TOG 5 91.4 29.9 100.2
Entrance
100 09/08/98 - 160' W of Entrance in Firelane TOG 5 88.4 28.1 96.9
101 09/08/98 97 20' N and 100' E of Column A-15 TOG 5 88.6 29.7 97.1
102 09/08/98 98 105' N and 80' E of Column A-15 TOG 5 83.7 29.4 91.7'
TESTS PERFORMED BY: Shane Spinks TEST N~ETHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS: *Indicates the moisture and/or densib' does not meet the required specifications.
PROCTOR NO.: #5 - 91.2 pcf~ 28.0% moisture
DISTRIBUTION: Cadence McShane
GDA, Scott McCreary
Has~es Whaley - Mark Thompson
City of Coppell - Garreth Campbell
PAGE 1 OF I
- Eni[n .mng Co.
~200 King Arlhur Drive
Da?as. Texas 75247-3610
Phone 2".4 631-4372 Fax 214/631-4380
Mr. Robert McCann Project No.: 1598-0007
Catellus Development Corp. Project: Lucent Technologies I
4545 Fuller Dr., Suite 100 Location: Parking Area at East Face of Buiding
Iv,'ing, Texas 75038 Report No.: 104
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIF/; PROCTOR FIELD FIELD PERCENT
NO. OF DEPTH TEST DENSITY MO!SiL'R.E OF
TEST NO. PCF % SPECIFIED
NL%.~3ER COMPACTION
97 09/04/98 20' N and 100' E of A-15 Column TOG 5 86.2 30.0 94.5*
98 09/04/98 105' N and 80' E of A-15 Colunm TOG 5 85.3 28.0 93.5*
TESTS PERFORMED BY: Shane Spinks TEST METHODS: ASTM D 2922, D 30 ! 7, D 1558, D2167 OR D 2937
REMARKS: *Indicates the moisture and/or density does not meet the required specifications.
PROCTOR NO.: #5 - 91.2 pcf~ 28.0% moisture
DISTRIBUTION: Cadence McShane
GDA, Scott McCreary
Hasmes Whaley - Mark Thompson
City of Coppell - Garreth Campbell
PAGE 1 OF 1
v.-,.'~c~"' King Arthur Drive
Da?~.s, Texas 75247-3610
Phone 214 631-4372 Fax 2!4.'631-4380
Mr. Robert McCann Project No.: 1598-0007
Catellus Development Corp. Project: Lucent Technologies I
4545 Fuller Dr., Suite 100 Location: Paving Subgrade
In, lng, Texas 75038 Report No.: 97
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFT/ PROCTOR FnrLD FIELD PERCENT
NO. OF DEPTH TEST DENSITY MOISTL"RE OF
TEST NO. F'CF % SPECL~IED
N-L .~{BER COMI~ACTiON
88 8/28/98 87 50' E of NE Comer of Building 2 89.4 31.9 96.6
TESTS PERFORMED BY: Heath Manuel TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMARKS:
PROCTOR NO.: #2 - 92.5 pcf@ 25.6% moisture
DISTRIBUTION: Cadence McShane
GDA, S~tt McCreary
Ha~mes Whaley - Mark Thompson
City of Coppell - Garreth Campbell
PAGE I OF 1
2200 King A~,hur Drive
Dal as, Texas 75247-3610
Phc, ne 2;4-E$I~4372 F~ 214/631-4360
M.r. Robert McCann Date Revised: 09/23/98
Catellus Development Corp. Project No. 1598-0007
4545 Fuller Dr., Suite 100 Project: Lucent Technologies I
Irving, Texas 75038 Location: Paving Area subgrade East Face of Bldg.
Report No. 95
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION Ln:Ti PROCTOR FIELD FIELD PERCENT
NO. OF DEPTH TEST DEXS.vrY -MOISTL~RE OF
TEST NO. PCF % SPECIEIED
NL~fl3ER COk~AC~ON
85 8/27/98 82 5' N x 60' W of SE Comer of Entrance - 2 96.1 23.9 103.9
86 8/27/98 83 40' E of Column D-! 5 - 2 94.1 26.5 101.7
87 8/27/98 84 20' S x 50' E of NE Corner of Bldg Column ,~ - 2 97.2 22.9* 105.1
A-15
TESTS PERFORMED BY: Shane Spinks TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937
REMAR.KS: Retests taken after contractor re-worked failing areas.
*Indicates the moisture and/or densiB, does not meet the required specifications.
PROCTOR NO.: #2 - 92.5 pcf ~ 25.6% moisture
DISTRIBUTION: Cadence McShane
GDA, Scott McCreary
Ha.~es Whaley - Mark Thompson
City of Coppell - Garreth Campbell
PAGE 1 OF 1
EnOineerinli Co.
9200 King A~hur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
lXir. Robert McCann Project No.: 1598-0007
Catellus Development Corp. Project: Lucent Technologies I
4545 Fuller Dr., Suite I00 Location: Parking Area at North Face of Buiding
Irving, Texas 75038 Report No.: 98
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFI/ PROCTOR FIELD YIELD PERCENT
NO. OF DEPTH TEST DENSITY MOISTURE OF
TEST NO. PCF % SPECn:mD
~-O~mER COXmAC~OX
g9 gf2279g - ]50' W and 50' N of En[ranc~ : Nat. 2 gg.] 28.2 95.2
90 g/2279g - 100' W and ?0' N of Entrance Nat. 2 89.0 25.6 96.2
91 gf22795 - 50' W ~nd ?0' N of En~n~ NaL 2 8g.7 25.1 95.9
92 8/22/98 - ]5' W ~d ?0' N of Enhance Nat 2 90.1 2g.2 97.~
93 g72279g - 20' ~ ~d 1~0' N of En~ Nat 2 ~9.3 25.6 96.5
9~ g/2279g - 50' ~ and l?0' N of En~ce Nat 2 gg.5 2gA 95.7
95 gf22/gg - ] ]0' ~ ~d ]g0' N of En~nce Nat 2 90.3 27.g 9?.6
96 8722/98 - ]40' W ~d ~90' N of En~n~ Nat 2 g9.6 25.9 96.9
~STS PE~O~D BY: Shoe Spas ~ST ~ODS: AS~ P 2922, D 30]?, D ]55g, D2167 OR P 293?
PROCTOR NO.: //2 - 92.5 pcf@ 25.6% moisture
DISTRIBUTION: Cadence McShane
GDA, Scott McCreary
Ha)~nes Whaley - Mark Thompson
City of Coppell - Gareth Campbell
PAGE I OF I