Riverside Church-LR010627 g?~870080~
FAX COVER SHEET
TRINITY ENGINEERING/KLEINFELDER
To: Lar~' Davis From: Duane Harrell
Name Name
City of Coppell
Company e-mail
dddress or branch office Trinity Engineertng/Kleinfelder
972-304-3570 2211 Century Center Blvd,, Suite 101
Fax number
Date: ~' ~ ~/' O[ Irving, Texas 75062
972-870-0808 local
972-953-0398 metro
Total Pages (including cover sheeO: 3
972-870-0802 Fax
0U Original Will Not Follow: ['-1
Subject:
Special Instructions:
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' ~ .' ~ ~ :' : .,,
.....
If there are any problems receiving this Iransmission, please call 9 72-8 70-0808.
06/27/2001 10:45 97287008Ja~. TRINITY ENGR-DALLAS PAGE 02
A TRINITY ENGINEERING I KLEINFELDER
2211 Centugy Center BlS/d1 Sure t01, Irving. Texas 75062
T [ T C:_. (~.) 972-870-0808 Metro 972-953-039/3 Fax 972-870-0802
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: Riverside Church of Christ Test Date: 6/11/01
150 E. Beltline Road Project No: T-400(t
Coppelt, Texas 75019 Report Date: 6/25101
Report No: 6010739
Project. Definitions Of 'l:~'~:~s
Location: RQP- Rt Qtr Point CL - Centerline
Field Rep: P.Wilson LQP - Lt Qtr Point Sta - Station
Test Test Location Dep(h or Field Field Proctor Percent
No. Lift Moisture Density No. Proctor
__ (%) (pcf) Density
West Side Parking Lot
1 South e~d final 17.9 104.2 601~3738 103
2 Middle final 17.6 102.1 6010:~38 100
3 North end final 18.2 103.6 6010~'38 102
Proctor No: Description Opt. Moisture Max. Density
6010738 Brown clay 19.4 101.7
Spe(~,. Gauge No: " 31412 '- Test Methods: ^STM D
Dens. (%) ~. Min 95 Std. Density Count: 2841 ASTM D 3017
Moist. (%}] -2 tO 2 Std. Moist Count: 571 ASTM D 698
Trans. Depth (in.): 6"
Remarks:
Copies: 2- Chent. Attn Greg McGahey
1. K.B. Alexander. Attn: David Turner , TRINITY ENGINEE~LDER
2- City of Coppell
Attn' Larry Davis .
Attn: Lee Stone WITI. Duane Harrell, P.E.
06/27/200~ ~0:45 97287008.~2 TRiNiTY ENGR-DALLAS PAGE 03
A TRINITY ENGINEERING I KLEINFELDER
2211 Century Center Bird, Suite 101, I~vlne, Texas 75062
T [:'T (- () 972-870-0808 Metro 972-953-0398 Fax 972-870-0802
LABORATORY MOISTURE-DENSITY RELATIONSHIP RESULTS
TO: Riverside Church of Christ PROJECT: Riverside Church of Christ
150 E. Beltline Road Coppell, Texas
Coppell, Texas 75019 TETCO No.: 40{36
REPORT {)ATE:
REPORT NO..' 6010738
MATERIAL DESCRIPTION:
1 15 Brown clay
SAMPLE LOCATION:
On-site
SAMPLE NUMBER:
S-5688
, ~_ SAMPLED BY:
~ i ~ P Wilson
~.~ 105 ~ DATE SAMPLED:
6/§/Ol
m / % TEST PERFORMED BY:
~' C. Lewi~
SAMPLE PREPARATION:
Dry
95 RAMMER TYPE:
Mechanical
- PERCENT PASSING:
3/4" SIEVE:
3/8" SIEVE: 100
85 ...... ! #4 SIEVE~ 100
14 18 22 26
TEST METHOD:
Moisture Content (%) ASTM D-69a-91
ASTM D--4318 & ASTM D-1140
ZAVL SPECIFIC GRAVITY: 2,70
LAB COMPACTED SAMPLE (FINER FRACTION}
LIQUID LIMIT: -- OPTIMUM MOISTURE PERCENT: 19,4 -
PLASTIC LIMIT: -- MAXlMI. fl~ DENSITY LBS I CU FT: 101.7
PLASTICITY INDEX: -- CORRECTED VALUES OF TOTAL SAMPLE
'OPTIMUM MOISTURE PERCENT: 1 914
PERCENT PASSING #200: --
MAXIMUM DENSITY LBS I CU FT; 101,7
COPIES TO; ~.- Client. Attn: Greg McGahey
1- K B. Alexander, Attn: David Turner TRINITY ENGINEERING I KLEINFELDER
Attn. Larry Davis
Attn Lee Stone
Wm. Duane Harrell, P.E.