Duke Lesley 3C-LR090520
AlPHA~HSTING
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
Duke Construction Limited Partnership
Dallas, Texas
DATE: OS/20/09
PROJECT:
OUR REPORT NO.: 090238-20
TEST DATA:
TECHNICIAN: Jamshid Ranjbaran
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
NO. % PCF % PCF
65 OS/20/09 FG-1.5 1 20.8 102.1 21.7 100 ( 98 1-A
66 OS/20/09 FG-1.5 1 20.8 102.1 22.6 99 f 97 1-A
T-
67 OS/20/09 FG-1.0 1 20.8 102.1 20.8 100 98 1-A
68 OS/20/09 FG-1.0 1 20.8 102.1 22.0 97 1/ 95 1-A
69 OS/20/09 FG-0.5 1 20.8 102.1 23.0 98 If 96 1-A
I.
r
70 OS/20/09 FG-0.5 1 20.8 102.1 21.0 100 98 1-A
71 OS/20/09 FG 1 20.8 102.1 23.2 98 96 1-A
TEST LOCATION:
Grease Line at the Eastside of the Existin
65 20' W from the East End of the line
66 140' W from the East End of the line
67 80' E from the West end of the line
68 220' E from the West end of the line
69 50' W from the East end of the line
70 200' W from the East end of the line
71 60' E from the West end of the line
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
"A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF'CIIO~ A Respectfully Submitted,
D. RETEST I ,~ G,p V Ck--f}L W ua
ft Christopher W. Eddy, P.E.
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of Ihe Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed excepl wilh express approval of
ALPHA. The use of our name and lest results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of Ihe qualities of
apparently identical or similar specimens.
~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
,-x
Concrete Compression Test <----- "
Report
Tested For: DUKE CONSTRUCTION LIMITED PARTNERSHIP
ATTN: JOHN WARREN
14241 N. DALLAS PARKWAY, SUITE 1000
DALLAS, TX 75254
Fax Number: (972) 361-6800
Our Report No.: 090238-15
Project Desc: POINT WEST I EXPANSION
NORTH OF LBJ FWY & WEST OF BELT LINE RD.
FIELD DATA
Placement Location:
Sample Location:
PIERS GP1 THROUGH GP10, LP11 THROUGH LP16
GP2 THROUGH GP6
Date Placed: 5/13/2009
Time Placed: 2:05 PM
Slump (ASTM C-143): 6.5
Air Content: 4.5 (ASTM C-173)
Air Temperature: 76
Specimen Temperature: 80
Date Received: 5/14/2009
Field Data Submitted By: Price, Victor
Mix Data Submitted By: TXI
Plant Number:
Delivery Ticket No.:
Mix 10:
Made By:
141
864962
N/A
ALPHA
Cured Specification:
ASTM C-31
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Break Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load:
13 LAB 1 C-1231 5/20/2009 7 12 N/A 6 28.27
14 LAB 6/10/2009 28 12 N/A 6 28.27 0
15 LAB 6/10/2009 28 12 N/A 6 28.27 0
16 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 28 3000
Results to Date: N/A
CC:
Duke Construction Limited Partnership, City of Coppell, Pacheco
Concrete, L TO
ons ting Engineers, Tri Dal Excavation Ltd., Potter
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.
~~iOtecfj!iicaJ ,€ngineerlng'; gpnstrustiffi!~<1!er~s 'reSfipg ~:,,~rrY!!OnTen~.,sngineeri;r90fCons,!lIi~gJil;'0," 9i107
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ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
Concrete Compression Test ex
Report
Tested For: DUKE CONSTRU
ATTN: JOHN W
14241 N. DAL
DALLAS, TX 7
Fax Number: (972) 361-6800
Project Desc: POINT WEST I EXPANSION
NORTH OF LBJ FWY & WEST OF BELT LINE RD.
FIELD DA T A
Placement Location:
Sample Location:
GENERATOR PAD
15'N & 20'W FROM SE CORNER OF PAD
Date Placed: 5/20/2009
Time Placed: 12:45 PM
Slump (ASTM C-143): 5.0
Air Content: 5.0 (ASTM C-173)
Air Temperature: 82
Specimen Temperature: N/A
Date Received: 5/21/2009
Field Data Submitted By: Ranjbaran, Jamshid
Mix Data Submitted By: TXI
Plant Number:
Delivery Ticket No.:
Mix 10:
Made By:
141
867936
N/A
ALPHA
ASTM C-31
Cured Specification:
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Break Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
25 LAB NA C-1231 5/27/2009 7 8 N/A 4 12.56 34050 2710
26 LAB NA C-1231 6/17/2009 28 8 N/A 4 12.56 50760 4040
27 LAB NA C-1231 6/17/2009 28 8 N/A 4 12.56 51010 ~
28 LAB NA HOLD HOLD 8 N/A 4 12.56 0 -
Specifications:
Results to Date:
28
3000
PASS
CC:
Duke Construction Limited Partnership, City of Coppell, Pacheco Koch C
Concrete, L TO
neers, Tri Dal Excavation Ltd., Potter
Respectfully Submitted By: ~?-
of Alpha Testing, Inc.
Our test results and reports are for the exdusive 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.
_G.eotec-tlnica,I;Ei!9i~&'eriiTh~9nstructi~~M~~~~~!l]9jl~i~r1!h~iltaI.Efi9!ili~n9i:~nsul!!ll9_~.t4!5~
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ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
Concrete Compression Test ex
Report
Tested For: DUKE CONSTRUCTION LIMITED PARTNERSHIP
ATTN: JOHN WARREN
14241 N. DALLAS PARKWAY, SUITE 1000
DALLAS, TX 75254
Fax Number: (972) 361-6800
Our Report No.: 090238-19
Project Desc: POINT WEST I EXPANSION
NORTH OF LBJ FWY & WEST OF BELT LINE RD.
FIELD DATA
Placement Location:
Sample Location:
SCREEN WALL GRADE BEAM
15'E FROM WEST END OF GRADE BEAM
Date Placed: 5/19/2009
Time Placed: 11 :30 AM
Slump (ASTM C-143): 5.0
Air Content: N/A
Air Temperature: 80
Specimen Temperature: 83
Date Received: 5/20/2009
Field Data Submitted By: Ranjbaran, Jamshid
Mix Data Submitted By: TXI
Plant Number:
Delivery Ticket No.:
Mix 10:
Made By:
141
867140
N/A
ALPHA
ASTM C-31
Cured Specification:
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Break Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Type: Spec; Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
21 LAB NA C-1231 5/26/2009 7 8 N/A 4 12.56 49890 3970
22 LAB NA C-1231 6/16/2009 28 8 N/A 4 12.56 63120 5030
23 LAB NA C-1231 6/16/2009 28 8 N/A 4 12.56 61530 4900
24 LAB NA HOLD HOLD 8 N/A 4 12.56 0
Specifications: 28 3000
Results to Date: PASS
CC: Duke Construction Limited Partnership, City of Coppell, Pacheco Koch Consulting Engineers, Tri Dal Excavation Ltd., Potter
Concrete, L TO
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.
_"~~ltP1ech.QicaiEn"91n,~etlmi,;;:~ons6;UCtlpn~atefi~t~I~~.!m9:~E'nvIr~~t8I~Sffii~~cOi!$'~ijIl1fl1~..~7:s~g