St Ann Catholic-LR000603MOISTURE DENSITY I LATIONS
ENCd NTaF_.R]I,4G, INC.
8901 Carpenter Fr~.'y., S~Mte #100
Dallas, lexas 75247
Date of Service: 05/22/2000 Report No.: 0013516 Report Date
Client No,: 2310 Project No.: 94001152 06/03/2000
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard
Coppell TX 75019 Coppeil, lexas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
con'r~*,cror: Centex Construction OATE S.XMPLV.O: 05/22/2000
TV.ST mr: Paving Subgradc SA.~IPtv.O m': R. Montgomery
~XLS, TV.RIAL: Med broxx~ silt3.' clas', with sand & S.~,XWLV. I,OCAtIO.~:Native
gravel (1' 'tkme treated)
TV. ST MV.tUOO: ASTM D-698
REPORT OF TEST
M,~XI.MUM DRY DENSITY, pt'f: I 0 1.5 blOIS'I'URE DENSITY REI.ATIONS
106 /~'ro air voids cum'e
OPIIMUM .MOISTURE CONIENT, %: 18.5 ..... ' ..................... Specific (lravim
104 [ 0.00
LIQUli) LIMIT: 50 Dr3.' . ..................... ! .............. [ ........... , ........
Density 1
PLASTIC LIMIT: 25 (pro ~
102 ~ i
PLASTICITY INDEX: 25
, ....
13 15 17 19 21 23 25
~IOIS'I'I'RE C-X)NTENT (%)
Report Distr/bution:
(1) St. Araqs Catholic Community ( I ) Datum Engineering- Inc.
(1) Centex Constmaion (I)CityorCoppell ~ / Eric J. Cleveland, P.E.
(I) Cily of Coppell Senior Project Eugineer
(1) Alliance Architects
This report is exclusively for the use ofthe cliem indicated abo~e and shall nol be reproduced except in full x~ilhout thc written approval of IIBC Engineering. Inc.
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