SS9701-LR 930621MAXIM ENGINEERS, INC. 2342 Fdoen~ · P.O. Box 5g~02 · D~IIm~, TX 75229
Engineering ~nd Environmental C, on~ult~mt~ (214) 247-7575 · FAX (214) 484-5804
MOISTURE DENSITY RF]ATIONSHIP REPORT
06/21/93
City of Coppell
0393000626
Grapevine Creek Sewer Branch, Phase I and II - Grapevine, Texas
Moisture/Density Relations of Soft
ASTM D 698A
S~mple B.t~ 06/09/93
Rammer Type ................................... Mechanical
Preparation Procedure ............................. Moist
Material Description ..............................
Unified Soil Classification .........................
Material Origin ................................
Liquid Limit ..................................
Plastic LLmit ..................................
Plasticity Index ................................
Percent Passing bio. 200 Sieve .....................
Maximum Density ..............................
Dark brown sandy
calcareous nodules
CL
On-site
36
12
24
67.0 percent
109.2 lbs./cu.ft.
Optimum Moisture ............................... 16.0 percent
day v~th
Technician: D. Pierson
/cey
City of Coppell - Yun R. Ragsdill
Gity of Goppell - Garreth Gampbell, Sr.
Thisreportisfor~esoleuseof. lhe~fie, ntad. d,,r~ssed. TI]euseofourcompanyn*n~mustreceiveourp~orwri~enconsent. Thismportappli~onlytothesa letested and
does not necessarily represent Menlacal or Slmuar samptes, n~56 (2~510)
MAXIM ENGINEERS, INC. 2342 Fabene · P.O. Box 5~902 · I~Jl~, TX 75229
Erlglne~'tng end Environmental C, oneult~nt~ (214} 247-7575 · FAX (214) 484-5604
MOISTURE DENSITY BEIATIONSHIP B .PORT
Project
06/21/93 s.,,~, ~.,. 06/09/93 Ip.~ ~ 7~,~ 0
Ci~ of Coppe~
0393000626
Gra~e Creek Sewer Br~, P~e I ~d H - Gmpe~e, Te~s
Mo~e~emi~ Relafiom of Soft
~ D 698 A
Rammer Type ...................................
Preparation Procedure .............................
Material Description ..............................
Unified Soil Classification ...........................
Material Origin ..................................
Liquid Limit ....................................
Plastic Limit ....................................
Plasticity Index ..................................
Maximum Density ................................
Optimum Moisture ...............................
Mechanical
Moist
Dark yellow brown sandy day with
grey day balls
GL
On site
32
11
21
116.4 lbs./cu.ff.
13.6 percent
Technician: D. Pierson
City of Goppell - Jim R. Ragsdill
Gity of Goppell - Garreth Gampbell, Sr.
Th~ reportis for the sole rise a ghe dieut ~,dr~ed. The use of our company n~me must rece~ ~ P~ ~n ~ This rep°~t applies °ulY t° file sam~lT~( ~0~]