Stoneleigh P2-LR001220 ALPHA TESTING, INC.
Concrete
Test
2209 Wisconsin St., Suite 10 , ompress,on
Dallas, Texas 75229 --r -°e"or*
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-41
A'I-FN: KELLER WEBSTER Issue Date: 17J2012000
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Oesc: STONELEIGH ~ RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: BUILDING 202 SLAB, 12'S & 12'N OF NE CORNER OF SLAB
Date Placed: 11122/00 Plant Number: 7-3000
Time Placed: 11:50 AM Delivery Ticket No.: 7095438
Slump (ASTM C-143): 4 Mede By: ALPHA
Air Content: NIA Cured Specification: ASTM C-31
Air Temperature: 51
Specimen Temperature: 63
Date Received: 12/4100
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By:. DODSON, RICHARD
Mix Data Submitted By: LMC
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: TI/ted: (Days): Length Width Diameter Sq. In. Load: PSI:
37 LAB C-1231 12/6/00 14 12 N/A 6 28.27 84227 2970
38 LAB C-1231 12/20/00 28 12 N/A 6 28.27 104687 3700
39 LAB C-1231 12/20/00 28 12 NIA 6 28.27 102083 3610
40 LAB HOLD HOLD 12 NIA 6 28.27 0
; Specifications: 28 PASS3000
I Resulte to Date:
Notes:
Respectfully Submitted By: - L~ of Alpha Testing, Inc.
ALPHA TESTING, INC.
Concrete
Test
2209 Wisconsin St., Suite 10 ompress,on
Dallas, Texas 75229 tDe"or*
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-42
ATTN: KELLER WEBSTER Issue Date: 12/20/2000
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH ~ RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: BUILDING #202 SLAB, 20'N & 60~/OF SE CORNER OF SLAB
Date Placed: 11122/00 Plant Number: 7-3000
Time Placed: 2:20 PM Delivery Ticket No.: 7095465
Slump (ASTM C-143): 4.75 Made By: ALPHA
Air Content: NIA
Air Temperature: 54 Cured Specification: ASTM C-31
Specimen Temperature: 67
Date Received: 12/4/00
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By:. DODSON, RICHARD
Mix Data Submitted By: LMC
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Teated: (Days): Length Width Diameter Sq. In. Load: PSh
41 LAB C-1231 12/6/00 14 12 NIA 6 28.27 90135 3180
42 LAB C-1231 12/20/00 28 12 N/A 6 28.27 105307 3720
43 LAB C-1231 12/20/00 28 12 N/A 6 28.27 104284 3680
44 LAB HOLD HOLD 12 N/A 6 28.27 0
SpeclflcaUone: - ~-8-- -- 3000
j,Results to Date: PASg
Notes:
Respectfully Submitted By: ~, ~f Alpha Teac.~''~'~
ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St.. Suite 100
Dallas, Texas 75229 Report
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-43
A'I-rN: KELLER WEBSTER Issue Date: 12/20/2000
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH ~ RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: BUILDING f~202 SLAB, 12'N & 45'E OF SW CORNER OF SLAB
Date Placed: 11/22/00 Plant Number: 7-3000
Time Placed: 3:40 PM Delivery Ticket No.: 7095477
Slump (ASTM C-143): 5 Made By: ALPHA
Air Content: N/A
Air Temperature: 52 Cured Specification: ASTM C-31
Specimen Temperature: 65
Date Received: 12/4100
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: DODSON, RICHARD
Mix Data Submitted By: LMC
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
45 LAB C-1231 12/6/00 14 12 N/A 6 28.27 94891 3350
46 LAB C-1231 12/20/00 28 12 N/A 6 28.27 114349 4040
47 LAB C-1231 1 2/20/00 28 12 N/A 6 28.27 110169 3890
48 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 28 3000
Results to Date: PASS
Notes:
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 W/scons/n St., Su#e 100
E)ollos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 12/20/00
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-87
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENS~rY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
175 12/20100 FG 2 17.5 108.5 18.8 107 99 1-A
176 12/20/00 FG 2 17.5 108.5 20.8 104 96 1-A
177 12/20/00 FG 2 17.5 108.5 20.3 105 96 1-A
178 12/20/00 FG 2 17.5 108.5 19.5 106 97 1-A
179 12/20/00 FG 2 17.5 108.5 18.8 107 99 1-A
180 12/20/00 FG 2 17.5 108.5 21.2 103 95 1-A
181 12/20/00 FG 2 17.5 108.5 18.7 107 99 1-A
TEST LOCATION:
175 20' NORTH AND 30' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #7
176 15' SOUTH AND 70' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #7
177 15' NORTH AND 30' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #7
178 15' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
179 20' EAST AND 65' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
180 15' WEST AND 30' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #10
181 PAVING - 35' EAST AND 25' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
FILL * A. IN PLACE PERCENT MO~TURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL ~UBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH S~ECIFICATIONS '
LIME ~TABILIZED C. PERCENT IN PLACE~ MOISTURE DOES NOT COMPLY WITH S~ECIFICATIONS
CEMENt'TREATED O. R~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite I00
~)ollos, Texos 70229
972/620-8911 - 972/263-4937 OVletro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 12/20/00
DALLAS, TEXAS
PROJECT STONELEIGH ~ RIVERCHASE OUR REPORT NO. 00652-87A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLAC[c IN PLACE PERCENT
NO. DATE DEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
182 12/20/00 FG 2 17.5 108.5 20.5 106 97 1-A
183 12/20/00 FG 2 17.5 108.5 20.9 105 97 1-A
184 12/20/00 FG 2 17.5 108.5 19.1 107 99 1-A
185 12r20/00 FG 2 17.5 108.5 20.6 104 96 1-A
186 12220/00 FG 2 17.5 108.5 19.7 106 97 1-A
187 12/20/00 FG 2 17.5 108.5 21.5 104 96 1-A
188 12/20/00 FG 2 17.5 108.5 20.0 106 98 1-A
TEST LOCATION:
182 PAVING - 45' EAST AND 30' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~4
183 PAVING - 20' EAST AND 35' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~4
184 PAVING - 20' NORTH AND 20' WEST FROM THE NORTHWEST CORNER OF BUILDING PAD #G-2
185 PAVING - 35' SOUTH AND 25' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #3
186 PAVING - 35' SOUTH AND 20' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #2
187 PAVING - 30' SOUTH AND 15' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD ~2
188 PAVING - 45' WEST AND 30' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #1
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAN, D, CITY OF COPPELL ~
Fill A. IN II=f. ACE PERCENT MO~S'rURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT ~11ON DOES NOT CO~PLY WITH SPECIFICATIONS
UME ST~M~LIZED C. PERCENT IN II[ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Cl;MENTTRF~TED D. R~ -
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con4ultir~ ·