Gateway BP(2.1)-LR 980921 (2) Encnemfil] Co.
~200 ~ing ~,~ur Drive
Da!'~s, Texas 75247-3610
Phone 2!4 631-4372 F&x 214.'631-4380
Client: Nh'. Robert McCann Date: 09/21/98
Catellus Development Corporation Project No.: 1598-0007
4545 Fuller Drive, Suite 100 Report No.: 99
Irving TX 75038 Technician: M. Boone
Project: Lucent Technologies
GtL&.DATION TESTS OF LIME TREATED SOIL
Test Date: 09/01/98
Test Percent Passing the U.S.
No. Location No. 4 Sieve bx' Weight
1 200' W from entrance, 5' S of Centerline 60
SE side of parking
cc: Cadence McShane GDA - Scott McCreary
Haynes Whale)' - Mark Thompson
City of Coppell - Garreth Campbell
~c200 King Ar!,hur Drive
Dal!as, Texas 75247-3610
~ho.~e 214 -331-4372 Fax 214.'631-4380
Client: Mr. Robert McCann Date: 09/21/98
Catellus Development Corporation Project No.: 1598-0007
4545 Fuller Drive, Suite 100 Report No.: I00
Irving TX 75038 Technician: M. Boone
Project: Lucent Technologies
GRADATION TESTS OF LLME TREATED SOIL
Test Date: 09/01/98
Test Percent Passing the U.S.
No. Location No. 4 Sieve bv Weight
1 75' SW of NW Comer Parking Area 75
2 200'W _of Entrance, 5' S of Centerline 77
SE Side Driveway - Parking
cc: Cadence McShane GDA - Scott McCreary
Haynes Whaley - Mark Thompson
City of Coppell - Garreth Campbell
Signed~ ~). ~) ~.~
Engineering Ce,
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214,/631-4372 Fax 214/631-4380
Mr. Robert McCann Project No. 1598-0007
Catellus Development Corp. Project: Lucent Technolo~es I
4545 Fuller Dr., Suite 100 Location: Paving Area subgrade East Face of Bldg.
Irving, Texas 75038 Report No. 95
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION L ~m'I'i PROCTOR FB::LD FIELD PERC'; N-r
NO. OF DEPTH TEST DENSITY MOISTURE OF
TEST NO. PCF % SPECZ~D
~-t~mz.~ cox~,.~CT~O.'q
85 8/2'7198 1/8-27 5' N x 60' W of SE Comer of Entr'ance 2 96. I 23.9 103.9
86 8/27/98 2/8-27 40' E of Colum D-15 2 94.1 26.5 101.7
87 8/27/98 3/8-27 20' S x 50'E of NE Comer 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
REMARKS: Retests taken after contractor re-worked failing areas.
PROCTOR NO.: #2 - 92.5 pc/~ 25.6% moisture
DISTRIBIYrlON: Cadence McShane
GDA, Scott McCreary
Has,acs V~'naley - Mark Thompson
City, of Coppell - Oarreth Campbell
SiGNi~D~~ %' ~)
PAGE I OF 1
Stan Tech Engineering Co.
9200 KINGARTHUR * D.M_LAS. TEX.%S75247 * (214)631-4372 * F.-LX(214~631-4380
Client: Mr. Robert McCann ST Job Number: 1598-0007
Catellus Development Corporation Report Number: 102
4545 Fuller Drive, Suite 100 Lab. Number: 7684
IiMng, Texas 75038 Technician: W.K
Test Date: 09/04/98
Prqiect: Lucent Technologies
Coppell, Texas
MOISTI/RE-DENSITY RELATIONSHIP REPORT
Laboratory Compaction Test Method: ASTM D 698 Procedure
Location of sample: Onsite material - Treated with lime
Sample Description: Gray clay with Limestone Fragments - Treated with lime
Liquid Limit (%): Moisture-Density Curve Number: 5
Plastic Limit (%): Max. Unit Dry Weight (pcf): 91.2
Plasticity Index: Optimum Moisture Content (%): 28.0
Minus #200 Sieve: Specific Gravity (Assumed): 2.7
Distribution: RespectfUlly Submitted,
Cadence McShane
GDA - Scott MeCreary ~ ~). ~
Haynes Whaley - Mark Thompson ~ q]~/qg '~
.... City ofCoppell - Garreth Campbell