Riverside Church-LR01091309/1~/~00~ ~ 972~00~0~ TRINitY ENG~-~LLA~ PAG~ 02
2211 Century Center Bird, Suite I01, Irving, Texa9 75062
~ 972-870.0808 Metro g72.953.0398 Fax 972-876-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Riverside Church of Christ Test Date: 9/10/01
150 E Beltline Road Project Ne: %4006
Coppell, Texas 75019 Report Date: 9/13/01
Report No: 9010121
Project: Riverside Church of Christ Definitions of Terms
Location: Coppel[, Texas RQP- Rt Qtr Point CL - Centerline
Field Rep; G. Burke LQP - Lt Qtr Point Sta - Station
Test Test Location Depth or Field Field Proctor Perceni-
Ne, Lift Moisture Density No Proctor
O/ok Densit~
- ( .... (PC0
1 50' Southeast of Northwest corner final 12.7 121.5 8010069 104
2 25' Southwest of Northeast corner final 12.9 119.2 80'1,006~ .... 102
3 Center of pad North-South~ East-West final 11.8 116.0 8010069 99
4 20' Northeast of Southwest corner final 12.9 123,6 8010069 106
5 20' Northwest of Southeast corner final 11.8 114,7 8010069 98
Proctor No: , Description .. (~t. Moistu'~'e ..... Max. Density
8010069 Brown sand}, lean clay 12.0 116,7
S ecs. Gauge No: 29979 Test Methods: ASTM D 2922
De0s. (%) Min 95 Std. Density Count: ....... 2829 ASTM O 3017
Moist. (%) -2 to 2 Std. Moist Count: '(~62 ASTM D 698
TE~0,~: Depth (in.l: ..... 6"
Remarks:
Cop]es: 2- Client, Attn: Grog McGahey
1- K B Alexander, Aitn: David Turner
2- City of Coppell (fax)
AItn: Larry Davis /¢ TRINIT9~ ENGINEERING I f(LEINFELDER
1, V. Aubrey Ha um Architects, Atln: Bob ~andy .
1- Millett Engineering ~rou¢, Attn: John Milieff, PE WPrl. Duane Harrell. P.E.