Northlake 635(5)-LR000114MOISTURE DENSITY LATIONS
I
Date of Service: 01/10/2000
Client No.: 85229000
Client: Transwestern Property Company
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
8901 Carpe~ Frwy., Suite #100
~ Tm ?S247
Re~ No.: ~1~7 Re~ Da~
01/14~
Proj~t No.: 94~1457
P~j~t: Cop~ll Co~r~ ~n~r
12~ ~eshore (Bldg. B)
Cop~ll, Te~s
Services: Material sampled by technician for moisture density relations.
CONTRACTOR:
~r VOR: General Fill
MAXER~L: Gray & med brown clay w/tan &
gray limestone
~vr ~OD: ASTM D-698
PROJECT DATA
DATE SAMPLED: 01/10/2000
SAMPLED BY: g. Montgomery
SAMPLE LOCATION: Native
MAXIMUM DRY DENSITY, pcf: 106.5
OPTIMUM MOISTURE CONTENT, %: 18.0
LIQUID LIMIT: 44
PLASTIC LIMIT: 18
PLASTICITY INDEX: 26
REPORT OF TEST
MOISTURE DENSITY laF.~ ATIONS
Zero air v ~ids C trve
Spec iflc C mvit~
/ %
/ \
/ \
/
/ \
,! \
104
102
100
12 14 16 18 20 22 24
MOISTURE CONTENT (%)
Technician: Roy Montgomery
(1) Ttana~ Propmy Company
(!) O'Brim & Associates
( 1 ) Tnchnisuuctm'es, Inc.
(1) Butler Construction
(1) City of Coppcil
(1) City of Coppell
I-~ En~g, Inc.
Paul D. Smith, P.E.
Senior Project F, agineer
This report is exclusively for ~he use of lhe client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
06SS Page I of I
MOISTURE DENSITY( ,ELATIONS
Date of Service:
Client No.:
Client:
01110/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 8450
Dallas TX 75251
Report No.: 0001648 Report Date
Project No.: 94991457 01/14/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Material sampled by technician for moisture density relations.
CONTRACTOR:
TEST ~OR: General Fill
MATERIAL: Lt brown, tan & gray shaley clay
w/calcareous nodules
r~vr M~'mOO: ASTM D-698
PROJECT DATA
DATE SAMPLED: 01/10/2000
S~iPLED aY: R. Montgomery
SAMPLE LOCATION: Native
MAXIMUM DRY DEN$1TY, peri 96.0
OPTIMUM MOISTURE CO~, %: 24.5
LlOtrm Lnvlrr: 74
p~.vnc uMrr: 29
1,Lns'rlcrrg mmTx: 45
REPORT OF TEST
MOIS'rURE DENSITY RELATIONS
981 Ze~ nirv idsc ave
Spec Lfic Graviv
/
~ ~ ~ ~ ~ ~ 32
Technician: Roy Montgomery
Rep~ INsttibutioo:
(!) Tnmsweatm~ Pro0e~ Company
(I) O'Brien & Associs~s
(1) Technistructures, Inc.
(1) Buflcr Cousl~ucfiou
(1) City of Coppell
(1) City of Coppell
I-~ En~ Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering,. Inc.
Page 1 of I
WATER INJECTION OBSERVATION
Date of Service:
Client No.:
Client:
Location:
01/14/00
85229000
Transwestcm Property Company
12221 Merit Drive,//450
Dallas, Texas 75251
Building Pad
Report No.:
Project No.:
Project:
General Contactor:
Injector:
0002027
94991457
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Butler Construction
Procedure:
On this date, a representative of HBC Engineering, Inc. observed the injection of water at this
site. During the injection process, the following observations were recorded.
Pass No.: 7th No. of Probes: 4 Probe Length: 10 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
Injection downward in 18 inch intervals. X
Total depth of injection was 10 feet. X
Spacing of injection was 5 feet maximu~ X
Injection to refusal at each location. X
Comments: South half of pad.
Technici,n: D. Phillips
T. Smith
~ I~mamtlon:
(1) T~em Propa~ty Company
(1) O'Brim & Associates
(1) Techflistructures, Inc.
(~) BuUer construc~
stan~: 6:30 a.m
0 ) C~y of copf~
O) c~7 of cor~
Stopp,d: 5:30 p.m.
~ E~i~eering, Inc.
Paul D. Smith, P. E.
Senior Proj~t Engin~