ST8805-LR 890508 (2)~lax~rn Engineers. Inc.
Engineerinc~ and
Environmental
CoF~suliants
2342 Fabe~rt~
P.O. Box 599-02
Dallas. Texas 75229
214 247 7575
8OO 526 2946
General Report
Page2
Report Date
To
Protect
Identtfication
Method ol Test
05/08/89 ~mp,e D,,e 05/05/89
L. H. Lacy Company
Parkway Blvd. & High School Access Road - Job ~344
5% Moistur~ Correction for Fine Aggreqate
Applicable ACI Recp, i~
ReSUlts
Water
Water Reducing Agent
1 Cubic Yard
Weiqhts SSD (lbs.)
564
2000
946
222
230
6.0 oz.
24.0 oz.
1 Cubic Yard
5% Moisture
Corrected ( bso)
564
2000
993
233
172
5.0 oz.
24.0 oz.
1.511 Cubic Yard
5% Moisture
Corre
852
3022
1500
352
260
9.1 oz.
36.3 oz.
Technician: P. Sanders
L. H. Lacy Ccm~3any (3)
Maxim Engineers, inc.
-% .
ff~lax~m Engineers. Inc.
Engineering and
Ehvironm,ental' -
Consultants
2342 Fabe .~
P.O. Box 59~02
Dallas. Texas 75229
214 247 7575
800 526 2946
eneral Report
Page 2
Report Date
To
Prolect
IOentification
MethOd of Test
05/08/89 ~mp,e Oa,e 05/05/89
L. H. Lacy COmpany
~y Blvd. & High School Access Road - Job ¢344
5% Moisture Oorrection for Fine Aggregate
Applicable ACI ~-ements
Resu~S
water ReUucir~ ~ent
1 Cubic Yard
Weiqhts SSD (lbs.)
470
2000
1053
248
210
5.0 oz.
20.0 oz.
1 Cubic Yard
5% Moisture
Correcte~ ¢~bso)
470
2000
1106
260
145
5.0 oz.
20.0 oz.
1.511Cubic Yard
5%Moisture
Oorrected CZbs.)
710
3022
1671
393
219
7.6 OZ.
30.2 oz.
Technician: P. Sanders
/tn
L. H. Lacy C~any (3)
M. xlm Engineers, Inc.