Cambridge Phase 1-LR 941110 (3) G E
OTECHNICAL
E GEE Consultants, Inc.
2540 Glenda kane · Suite ]0g · ~allas, lexas 75229 · (214~ 620-9791 · lax QI4; 620-9794
PORT OF CONC TE SPECTION
Repo~ Date: ~o~omD~r 10~ ~94 Date Concrete Placed: OctoDor ~1~ 19~4 S[andard 6"x12'
Client: Beamer Development Corporation Area 28.27 Square Inches
Pmj~u Estates of Cambridge Manor, Phase I Concr~teRepomNo.: 38
Con[rat%or: Gri f f ith Construction
Concrele Supplier and Plant: Lattimore Plant ~7
Location of Placement: Storm Sewer Drain
~T ER IAL S s~- sso ...~ w~,.
m.~.~i~ ,~ C~Vd, INSPECTION DATA
M~x Number: 38 T~m¢ Sampl~ Ba~chud: 1:45 pm
Cemun~: Time Sampled: ~- ~
_.1. pm
Fly Ash: Samplu Location: By Cambrid~ Manor Ln 75ft.
S. of ~n~ Canyon. w~[
Coarse Agg~gate: Tmck,~icket No: 145.:7005199
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 68°F
Admixtures: Concrete Range: 70:F
Slump Range (inches): 4"
1 W;R Wea~er Conditions: Clear
2 Air Time Stoned: 2:00 pm
Added Water: Time Completed: 3._. pm
Sample Air Coment (%): N.:A
Total Cubic Yards Placed: 8 CY
Required Streng~ (Lbs..:sq.in.): 3,000
S~cL~n M=as~ Ag= ~a~ Toul Lc~ Cemp~s~k~
ECM 130 4" 7 11/07/94 136,840 4,840
ECM 131 4" 28 11/28/94
ECM 132 4" 28 11/28/94
Test Me~ Uti]i~ Fracr~ Rcg~ar
A~M t.?-3~,C-39.C-143 :Un:ess Ne~ C)t~'~ Cylinders Made By: V. S.
Remarks and/or Disthbution:
cc: Bill Anderson - Dowdy. Anderson and Associates, Inc.
~ Davis - City of Coppell
g~ ~nsult~ts, Inc. Reviewed by: ~
Ali kt:~vs and reports am for the. cxcluslx~ t~ of fl~ cli~m to when th~) am addms~ ~ s~ll ~ ~ ~ wiu~ ~ ~1 a~.al of GEE C~m, ~. 'Dg u~ of cur v. an~ m.a.st .