ST0001-LR020506 (3)RdneEngineers
8908 AmbassadOr Row
Dallas, Texas 7~247-4S10
(214) 630-9745
(214) 6309819 (hx)
IN-PLACE DENSITY TESTING
Client: City of Copp¢ll
Attn: Ms. Susan Taylor - Bnginecring Dcpt
PO Box 478
Project. ! Creckvicw Drive and
~ Frccport Parkway
Services~Place Density Test in accordance with A.qTM
Report No.: 148722
Project No.: ' 015729
Date of Service:04/29/2002
Report Date: 05/06/2002
CONTRACTOR: Infraslructure Services, Inc,
T~t Methods: ASTM D-2922
ASTM D-3017
M/D No. Descrtpilou
FROJECT DATA
Gauge: Troxlcr-3430
Gauge Serial No: 32685
Test Mode: DT
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density per
Dark Brown Clay (Lime Treated)
Moisture
Curr~t: 642
Previous: 673
31.0 85.0
Standard Counts -
Current: 2980
Previous: 3125
PreJ~t Requirememts
Moisture Dmldty
Optimum +5 95 rain
FIELD DENSITY TERT~
TEST
NO TEST LOCATION
Paving subgrade
1 Creekview eastbound lane station 1+75
Paving subgrade
2 Creek'view eastbound lane station 6+00
Report Distribution:
(1) City of Coppell
(1) City of C59~11
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
(%) (.nco CmO
6" 1 31.8 107.8
6" 1 34.8 110.4
Test results on this report meet project specification.
Stmed: 6:00am ~ni~: 8:00am
(1) City of Coppell
(1) S~hfickcl, Rollins & Assac.,
(%_mx)
81.8 96~
81.9
(1) City of Coppell
'"---'"
LIMITATIONS: Th~ ~ results prescntcd herein
(composition, appearance, performance, e..~.) or any other, feature o.f .simil~ sul~,j~t ..mat~/providc~l. by?crso~..or ?~.ndi.fi.ons .o..v= w .~.'.ch we havc,n_o~c~, ntrol,:, _ _0~'._ _l~e~,__and
reports are for the cxclusive use of the clients to whom ~ey are mnflr~e~l ~ ~Util not ~ ~ ~C~t m Bill wlmout me wnt~cn appmvm OI KOU(~
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