Townhouses-LR010718 REPORT OF FIELD
/i
�. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 07/18/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-171
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRYDENSRY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
2157 07/18/01 FG-3.5 1 22.5 99.5 24.0 95 96 1-A
2158 07/18/01 FG-3.0 1 22.5 99.5 24.3 94 95 1-A
2159 07/18/01 FG-2.5 1 22.5 99.5 23.5 96 96 1-A
2160 07/18/01 FG-2.0 1 22.5 99.5 22.9 97 • 98 1-A
2161 07/18/01 FG-1.5 1 22.5 99.5 23.0 96 97 1-A
2162 07/18/01 FG-1.0 1 22.5 99.5 24.4 95 95 1-A
2163 07/18/01 FG-0.5 1 22.5 99.5 23.1 97 97 1-A
TEST LOCATION: FILL FOR RETAINING WALL BEHIND PADS
2157 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#37
2158 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#36
2159 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#35
2160 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#38
2161 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#37
2162 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#36
2163 10'EAST AND 12'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#35
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL,CITY OF COPPELL
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R / -u:/. ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST A S /•.,INC.
Our test results&reports are for the exclusive use of the Client(and their designated recipients on Re In our office)and shall not be reproduced and/or distributed- •ress a•• • -.i of ALPHA The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not Indicative of the qual •.apparently •- -I or simNar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
REPORT OF FIELD
Nk COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 07/18/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-171A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
2164 07/18/01 FG-1.0 1 22.5 99.5 23.1 97 98 1-A
2165. 07/18/01 FG-0.5 1 22.5 99.5 24.7 95 96 1-A
2166 07/18/01 FG 1 22.5 99.5 22.8 98 98 1-A
2167 07/18/01 FG-4.0 1 22.5 99.5 22.6 98 98 1-A
2168 07/18/01 FG-3.5 1 22.5 99.5 22.9 96 97 1-A
2169 07/18/01 FG-3.0 1 22.5 99.5 22.9 99 99 1-A
2170 _ 07/18/01 FG-2.5 1 22.5 99.5 22.5 99 100 1-A
TEST LOCATION: FILL FOR RETAINING WALL BEHIND PADS
2164 8' EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#41
2165 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#40
2166 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#39
2167 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#34
2168 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#33
2169 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#32
2170 8'EAST AND 12'SOUTH FROM NORTHEAST CORNER OF BLOCK A, PAD#31 ,
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL /
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -,-• Ily S at ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL- • ' - NG,INC.
Our test results&reports are for the exclusive use of the Client(and the designated recipients on f i l e in our office)and shall not be reproduced and/or d-... . . ... . e x p r e s s app r. -I of ALPHA The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the• alit.-of apparently'.-ntical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
lkALPHA TESTING, INC.
2209 Wisconsin St., Suite 10 Concrete Compression Test
, Dallas, Texas 75229
(972) 620-8911 Report
Tested For: LEMP DEVELOPMENT Our Report No.: 00430-159
ATTN: GREG LEMP Issue Date: 07/18/2001
4101 MCGWEN, SUITE 110
DALLAS,TX 75244
Fax Number: (972)404-1833
Project Desc: COPPELL TOWNHOMES
COPPELL,TEXAS
FIELD DATA
Placement Location: BOX CULVERT WALL, STATION 55+61 ON LIBERTY RD.
Date Placed: 6/18/01 Plant Number: 27-4500
Time Placed: 3:15 PM Delivery Ticket No.: 848946
Slump(ASTM C-143): 3.5 Made By: ALPHA
Air Content: N/A
Air Temperature: 89 Cured Specification: ASTM C-31
Specimen Temperature: 90
Date Received: 6/19/01
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: HENSHAW, EKENG A
Mix Data Submitted By: HANSON
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq.In. Load: PSI:
93 LAB C-1231 6/25/01 7 12 N/A 6 28.27 100263 3540
94 LAB C-1231 7/16/01 28 12 N/A 6 28.27 153760 5430
95 LAB C-1231 7/16/01 28 12 N/A 6 28.27 157604 5570
96 LAB HOLD HOLD 12 N/A 6 28.27 0
------------------
Specifications:
4000
Results to Date: PASS
Notes:
Respectfully Submitted By:
f'Si.KS
1 .A, /4
:Ft st fi of Alpha Testing,esting,Inc.
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