Townhouses-LR010424 ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911 Report
Tested For: LEMP DEVELOPMENT Our Report No.: 00430-119
ATTN: GREG LEMP Issue Date: 04/24/2001
4101 MCGWEN, SUITE 110
DALLAS,TX 75244
Fax Number: (972)404-1833
Project Desc: COPPELL TOWNHOMES
COPPELL,TEXAS
HELD DATA
Placement Location: INLET BOTTOMS; LINE H @ STATION 2+80&LINE G @ STATION 1+07
Date Placed: 4/10/01 Plant Number: 29-4500
Time Placed: 3:00 PM Delivery Ticket No.: 824999
Slump(ASTM C-143): 3 Made By: ALPHA
Air Content: N/A
Air Temperature: 80 Cured Specification: ASTM C-31
Specimen Temperature: 85
Date Received: 4/11/01
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:
9 LAB C-617 4/17/01 7 12 N/A 6.02 28.46 108898 3820
10 LAB 5/8/01 28 12 N/A 6 28.27 0
11 LAB 5/8/01 28 12 N/A 6 28.27 0
12 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 28 4000
Results to Date: N/A
Notes:
Respectfully Submitted By: of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the Client(and their designated recepients 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.
Geotechnical Engineering*Construction Materials Testing* Environmental Engineering*Consulting 7198
REPORT OF FIELD
Alk COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas, Texas 75229
972/620-891 1 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 04/24/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-129C
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*
°o PCF % PCF
1907 04/24/01 FG-4.4 4 20.1 101.9 22.0 102 100 1-A
1908 04/24/01 FG-3.9 4 20.1 101.9 21.7 102 100 1-A
1909 04/24/01 FG-11.4 2 19.0 100.4 19.5 101 100 1-A
1910 04/24/01 FG-1.9 2 19.0 100.4 22.2 99 98 1-A
1911 04/24/01 FG-13.1 2 19.0 100.4 20.4 101 100 1-A
1912 04/24/01 FG-4.6 2 19.0 100.4 22.9 97 97 1-A
1913 04/24/01 FG-4.1 2 19.0 100.4 20.3 99 99 1-A
TEST LOCATION: BUILDING PAD
1907 50'W AND 12' S FROM NE CORNER OF BLOCK B, PAD 33
1908 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 33
1909 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 33
1910 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 33
1911 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 35
1912 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 35
1913 50' W AND 12' S FROM NE CORNER OF BLOCK B, PAD 35
CC: STEVE TOPLETZ, ANDANTE
1 FILL • A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ully u• •f -•
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALP S G,INC.
Jr.,.us•(exults&-eperts are for the exclusive use of the Client rand their designated recipients on file in our office)and shall not be reproduced and/or distribut d exce with xpress approval o ALPHA. The use
>.,' ar,e&tes•results mus•receive our wetter approval Test results&reports apply only to the samples tested and/or observed.and are not indicative of the qu hies apparently identical or similar specimens
Geotechnical Engineering / Construction Materials Testing /, Environmental Engineering 1- Consulting
REPORT OF FIELD
X 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 04/24/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-121B
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
1900 04/24/01 FG-2.0 2 19.0 100.4 19.9 100 100 1-A
1901 04/24/01 FG-4.0 2 19.0 100.4 19.5 101 100 1-A
1902 04/24/01 FG-3.5 2 19.0 100.4 19.0 101 100 1-A
1903 04/24/01 FG-3.2 2 19.0 100.4 20.3 101 101 1-A
1904 04/24/01 FG-3.4 2 19.0 100.4 22.0 97 97 1-A
1905 04/24/01 FG-2.9 2 19.0 100.4 21.6 97 97 1-A
1906 04/24/01 FG-1.0 2 19.0 100.4 21.1 98 98 1-A
TEST LOCATION: BUILDING PAD
1900 12' N AND 50'W FROM SE CORNER OF BLOCK B, PAD 28
1901 12' N AND 50' W FROM SE CORNER OF BLOCK B, PAD 29
1902 12' N AND 50'W FROM SE CORNER OF BLOCK B, PAD 29
1903 12' N AND 50'W FROM SE CORNER OF BLOCK B, PAD 30
1904 12' N AND 50' W FROM SE CORNER OF BLOCK B, PAD 31
1905 12' N AND 50' W FROM SE CORNER OF BLOCK B, PAD 31
1906 12' N AND 50' W FROM SE CORNER OF BLOCK B, PAD 29
CC STEVE TOPLETZ, ANDANTE
t FILL ' A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R ecr.' Subm er
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALPHA/ 'G,INC
h.'.usi'es.,Its&-eports are fur the exclusive use of the Cheot and their designated recipients on file in our office)and shall not be reproduced and/or distribu-d except ith ex' ess approval of A PHA The use
Sf,.,.'i-a's'e&tes'results must receive our written approval Test results&reports apply only to the samples tested and/or observed and are not indicative of the quay -s of.•parently identical or similar specimens
Geotechnical Engineering ' Construction Materials Testing / Environmental Engineering / Consulting
REPORT OF FIELD
. 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 04/24/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-121A
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
■
1893 04/24/01 FG-1.0 4 20.1 101.9 23.8 101 99 1-A
1894 04/24/01 FG-1.5 4 20.1 101.9 24.5 101 99 1-A
1895 04/24/01 FG-1.5 4 20.1 101.9 22.6 102 100 1-A
1896 04/24/01 FG-2.5 4 20.1 101.9 23.6 100 98 1-A
1897 04/24/01 FG-1.5 4 20.1. 101.9 23.9 101 99 1-A
1898 04/24/01 FG-2.1 2 19.0 100.4 20.7 97 97 1-A
1899 04/24/01 FG-2.2 2 19.0 100.4 20.0 98 98 1-A
TEST LOCATION: BUILDING PAD
1893 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 18
1894 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 21
1895 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 22 ;
1896 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 23
1897 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 23
1898 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 27
1899 12'W AND 50' S FROM NE CORNER OF BLOCK B, PAD 25
CC: STEVE TOPLETZ, ANDANTE
1. FILL 'A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS sp ully St fitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP E' IN ,INC
Our test results&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 distri uted ex pt w' express appr, al 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 aliti s of apparently' ntical or similar specimens.
Geotechnical Engineering /b Construction Materials Testing /b Environmental Engineering/v Consulting
REPORT OF FIELD
/ ,. 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 04/24/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-121
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
1886 04/24/01 FG-6.6 2 19.0 100.4 20.7 99 98 1-A
1887 04/24/01 FG-5.6 2 19.0 100.4 20.5 98 98 1-A
1888 04/24/01 FG-3.6 2 19.0 100.4 20.3 96 96 1-A
1889 04/24/01 FG-4.2 2 19.0 100.4 20.7 98 98 1-A
1890 04/24/01 FG-4.3 2 19.0 100.4 22.2 98 97 1-A
1891 04/24/01 FG-4.4 2 19.0 100.4 20.6 100 100 1-A
1892 04/24/01 FG-4.7 2 19.0 100.4 19.0 102 _ 101 1-A
TEST LOCATION: BUILDING PAD
1886 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 9
1887 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 10
1888 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 10
1889 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 11
1890 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 12
1891 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 13
1892 12' E AND 50' N FROM SW CORNER OF BLOCK B, PAD 14
i
CC. STEVE TOPLETZ, ANDANTE
t FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
/
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS : pe ully S tie.
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST • P• • T • ING,IN' /
3,'est results&'eports are for the exclusive use of the Client and their designated recipients on file in our office)and shall not be reproduced and/or distrib ed exc=.t wit express appr al of ALPHA The use
if'rr'flame&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 q vlitie .f apparently .entical or similar specimens
Geotechnical Engineering 1 Construction Materials Testing / Environmental Engineering / Consulting