Townhouses-LR010717 REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 07/17/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-170
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
2150 07/17/01 FG-4.0 1 22.5 99.5 25.3 95 96 1-A
2151 07/17/01 FG-3.5 1 22.5 99.5 22.8 97 97 1-A
2152 07/17/01 FG-3.0 1 22.5 99.5 24.0 97 97 1-A
2153 07/17/01 FG-2.5 1 22.5 99.5 24.1 95 95 1-A
2154 07/17/01 FG-2.0 1 22.5 99.5 24.6 96 96 1-A
2155 07/17/01 FG-1.5 1 22.5 99.5 24.2 97 97 1-A
2156 07/17/01 FG-4.0 1 22.5 99.5 23.0 98 98 1-A
TEST LOCATION: BACKFILL FOR RETAINING WALL
2150 12'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#41
2151 12'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#40
2152 12'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#39
2153 10'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#41
2154 10'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#40
2155 10'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#39
2156 10'EAST AND 15'NORTH FROM SOUTHEAST CORNER OF BLOCK A, PAD#38
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 ,, y S •/fitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST H - ' I , NC.
Our test results 8 reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or d , ,-. • , express alp. • .l of ALPHA The use
of our name&test results must receive our written approval. Test results 8 reports apply only to the samples tested and/or observed,and are not indicative of the q -I r. of apparently at Beal or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10 Concrete Compression Test
���� Dallas, Texas 75229
(972) 620-8911 Report
Tested For: LEMP DEVELOPMENT Our Report No.: 00430-156
ATTN: GREG LEMP Issue Date: 07/17/2001
4101 MCGWEN,SUITE 110
DALLAS,TX 75244
Fax Number: (972)404-1833
Project Desc: COPPELL TOWNHOMES
COPPELL,TEXAS
HELD DATA
Placement Location: BOX CULVERT MC 6-16 AT STATION 3+50
Date Placed: 6/15/01 Plant Number: 29-4500
Time Placed: 1:45 PM Delivery Ticket No.: 640844
Slump(ASTM C-143): 4.0 Made By: ALPHA
Air Content: N/A
Air Temperature: 80 Cured Specification: ASTM C-31
Specimen Temperature: 95
Date Received: 6/16/01
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: JOHNSTON,DARREL
Mix Data Submitted By: PIONEER
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:
81 LAB C-1231 6/22/01 7 12 N/A 6 28.27 137578 4860
82 LAB C-1231 7/13/01 28 12 N/A 6 28.27 155691 5500
83 LAB C-1231 7/13/01 28 12 N/A 6 28.27 153977 5440
84 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 48
4500
Results to Date: PASS
Notes:
Respectfully Submitted By: of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the CI enf t(and their designated receplents on file in our office)and shall not be reproduced and/or distributed except
with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or
observed,and are not indicative of the qualities of apparently Identical or similar specimens.