Tax 2011C-LR131125Houston 8701 John Carpenter Freeway, Suite 250
Austin Dallas, Texas 75247 -4640
Dallas 214.678.0227 Ph
San Antonio 214.678.0228 Fax
"ASSOCIATES www.hvj.com
MAXIMUM DENSITY / OPTIMUM MOISTURE TEST REPORT
TO: City of Coppell
REPORT DATE:
11/25/2013
Keith Marvin, PE
PROJECT NO.:
DC1131.5100
265 Century Parkway
SAMPLE NO.:
13 -396
Coppell, Texas 75019
SAMPLED BY:
E. Vincent
DATE SAMPLED:
11/18/2013
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
TESTED BY:
M. Alfar
DATE TESTED:
11/21/20 1'3
TEST DATA
TYPE OF MATERIAL: Dark Brown Sandy Clay
MAXIMUM DRY DENSITY: 110.1 pcf
OPT. MOISTURE CONTENT : 15.4%
SOURCE: Native Subgrade
LOCATION OF USE: Trench backfill between STA 50 +00 and 65 +00
METHOD OF TEST O STANDARD ASTM D -698 0 MODIFIED ASTM D -1557
111.0
110.0
109.0
v
108,0
a
U
I'1
107.0
106,0
105.0
12.0
140 16.0
Aloisture Content C o)
Aaron Pul anecka Laborat o uali ty Manager
Firm PE Reeistrat os No. F- 000646
18.0
20.0
r)„!,!M,f „f,f „f,f I� f
�.j" 1� rl�i. ,.r,il II.,f,. (Li «1 I�r,,,,t.?f „r� I ,.� m i��wrr; ,rf �f� it ?7, ?,II ��; ta,I i„ ,.,;, io iut Irlr,
,” I id f4Fa am C Ia'Ij ,7'1','J fl fi r'o f ,q.I sI , .f i�lf �� i
;,4� ��r r. „ f �1' ��I f rri
I f VJ , , r f„ ffir,.
G-, DAL LASOAi. CME%Proiectst20931D1' ;13t 5900 Tax 2011 Sandy Lake Rd. Pavement Repair City of CoppeVMr000tAProclor 13 -396 Dark gown Salrvdy Day "French Backfili ground