Stoneleigh P2-LR010205 ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 [tenort
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-107
ATTN: KELLER WEBSTER Issue Date: 02/05/2001
10950 ALDER CIRCLE
DALLAS, TX 75238 ~.
Project Deac: STONELEIGH ~} RIVERCHASE
COPPELL, TEXAS
FIELD DATA
Placement Location: SLAB: BUILDING 10 UNIT, NORTH OF MIDDLE
Date Placed: 1/26/01 Plant Number: 6-3000
Time Placed: NIA Dellvmy Ticket No.: 6141660
Slump (ASTM C.t43): 5 Mede By: CONTRACTOR
Air Content: N/A Cured Specification: ASTM C-31
Air Tempemtm~: NIA
Specimen T~ml~reture: N/A
Date Received: 1/29/01
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: CONTRACTOR
Mix Data Submitted By: N/A
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Teeted: (Days): Length Width Diameter Sq. In. Load: FSI:
215 LAB C-617 2/2/01 7 12 NIA 6 28.27 73253 2590
216 LAB 2/23/01 28 12 N/A 6 28.27 0
217 LAB 2/23/01 28 12 N/A 6 28.27 0
218 LAB HOLD HOLD 12 N/A 6 28.27 0
' I
i sp,.:~.~.on.= ~ 3000
IR Nu~ to Date: N/A
Notes: CLIENT MADE CYLINDERS
Respectfully Sulxnilted By: ]./~' ... of Alpha Testing, Inc.
ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
Dallas, Texas 75229 ge, or*
(972) 620-8911
Tested For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-108
ATTN: KELLER WEBSTER Issue Date: 02/05/2001
10950 ALDER CIRCLE
DALLAS. TX 75238
Fax Number: (214) 340-9100
Project Deec: STONELEIGH ~ RIVERCHASE
COPPELL, TEXAS
RELD DATA
Placement Location: SLAB: BUILDING 10, NORTH END OF BUILDING CENTER
Date Placed: 1126/01 Plant Number: 6-3000
Time Pieced: N/A Delivery Ticket No.: 6141677
Slump (ASTM C-143): 4 Made By: CONTRACTOR
Air Content: N/A Cured Specification: ASTM C-31
Air Temperature: N/A
Specimen T~mperature: N/A
Date Received: 1/29/01
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: CONTRACTOR
Mix Data Submitted By: N/A
CYLINDER COMPRESSION TEST RESULTS
Lab Cum Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Day/): Length Width Diameter Sq. In. Load: 1=81:
219 LAB C-617 2/2/01 7 12 N/A 6 28.27 88288 3120
220 LAB 2/23/01 28 12 N/A 6 28.27 0
221 LAB 2/23/01 28 12 N/A 6 28.27 0
222 LAB HOLD HOLD 12 N/A 6 28,27 0
I Specifications: 26 3000
Notes: CLIENT MADE CYLINDERS
ALPHA TESTING, INC. Concrete Compression Test
2209 Wisconsin St., Suite 100
(972) 620-8911
Tested For: SPRING VALLEY CONSTR0CTION Our Report No.: 00652-109
ATTN: KELLER WEBSTER Issue Date: 02/05/2001
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Desc: STONELEIGH Q RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Placement Location: SLAB: BUILDING 10 PATIO B6 UNIT SOUTH END
Date Placed: 1/26/01 Plant Number: 6-3000
T~me Raced: N/A Delivery Ticket No.: 6141699
Slump (A~T~ C-t43): 3.5 Made By: CONTRACTOR
Air Content: N/A
Air Temperature: N/A Cured Specification: ASTM C-31
Specimen Temperature: N/A
Date Received: 1/29/01
Delivery Method: PICKED UP BY ALPHA
Field Data ~4&milted By: CONTRACTOR
Mix Data ~ubmitted By: N/A
CYLINDER COMPRESSION TEST RESULTS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Te~ted: (Days): Length Width Diameter Sq. In. Load: PSI:
223 LAB C-617 2/2/01 7 12 N/A 6 28.27 87885 3100
224 LAB 2/23/01 28 12 N/A 6 28.27 0
225 LAB 2/23/01 28 12 N/A 6 28.27 0
226 LAB HOLD HOLD 12 N/A 6 28.27 0
Specifications: 28 3000
I R~ult~ to Date: N/A
Nnt~: CUENT MADE CYLINDERS
I~___~11~ Submilted By: ti/ of Alpha Tesling, Inc.
ALPHA TESTING, INC.
Concrete
Test
2209 Wisconsin St., Suite 100 om ,ress.on
Dallas, Texas 75229
(972) 620-8911
Te~l~l For: SPRING VALLEY CONSTRUCTION Our Report No.: 00652-94
ATrN: KELLER WEBSTER Issue Date: 02/05/2001
10950 ALDER CIRCLE
DALLAS, TX 75238
Fax Number: (214) 340-9100
Project Deag: STONELEIGH O RIVERCHASE
COPPELL, TEXAS
FIELD DA TA
Pl~gement Loc~tlon: CURB & GU1TER ON RIVER CHASE NORTH OF JOB
~ PIm~d: 1/5/01 Plant Number: 3-3000
Time Pl~ed: 3:20 PM Delivery Ticket No.: 3118228
Slump (AgTM C-14~): N/A Made By: CONTRACTOR
Air Content: N/A
Air Temperature: N/A Cured Speoffloatlon: ASTM C-31
Speoim~fl T~mp~raturo: N/A
D~to Received: 1/9/01
Oellvm'y Method: PICKED UP BY ALPHA
Field DMa 8ubmlttod By: CONTRACTOR
Mix DM~ Submitted By: LMC
CYLINDER COMPRESSION TEST RESULTS
Lab Cum Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Te~tod: (Dey~): Length Width Diameter Sq. In. Load: PSI:
179 LAB C-1231 1/12/01 7 12 N/^ 6 28.27 88133 3110
180 LAB C-617 2/2/01 28 12 N/A 6 28.27 98735 3490
181 LAB C-1231 2/2/01 28 12 N/A 6 28.27 93093 3290
182 LAB HOLD HOLD 12 N/A 6 28.27 0
; Reeult~ to D~te: PA88
I,
Note~: CLIENT MADE CYLINDERS
REPORT OF FIELD
2209 Wisconsin St., Suite I00
Dollos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 02105101
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-118
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
312 02/05/01 SG/FG 2 17.5 108.5 17.5 106 98 2-A
313 02/05/01 SG/FG 2 17.5 108.5 18.4 107 98 2-A
314 02/05101 SGIFG 2 17.5 108.5 20.1 103 95 2-A
315 02/05/01 SG/FG 2 17.5 108.5 18.0 108 99 2-A
316 02/05/01 SG/FG 2 17.5 108.5 17.6 108 100 2-A
317 02/05/01 SG/FG 2 17.5 108.5 18.7 107 98 2-A
318 02/05/01 SG/FG 2 17.5 108.5 18.4 106 98 2-A
TEST LOCATION: PAVING
312 40' EAST AND 50' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #G1-A
313 45' SOUTH AND 60' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #23
314 40' EAST AND 35' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~24
315 40' SOUTH AND 40' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #24
316 45' SOUTH AND 45' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~24
317 10' EAST AND 15' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD ~51-A
318 10' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~S1-A
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
~ FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
'4 CEMENT TREATED D RETEST'
Geotechnical Engines#rig /~ Construction Materials Testing t~ Environmental Engineering ~ Consuyng!
I
' /'- REPORT OF FIELD
, ,, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00 % ~ /
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
, FAX: 972/406-8023 ,
TESTED FOR SPRING VALLEY CONSTRU(~ TION DATE 02/05/01
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-118
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
312 02/05101 SG/FG 2 17.5 108.5 17.5 106 98 2-A
313 02/05/01 SG/FG 2 17.5 108.5 18.4 107 98 2-A
314 02/05/01 SG/FG 2 17.5 108.5 20.1 103 95 2-A
315 02105/01 SG/FG 2 17.5 108.5 18.0 108 99 2-A
316 02/05/01 SG/FG 2 17.5 108.5 17.6 108 100 2-A
317 02~05/01 SG/FG 2 17.5 108.5 18.7 107 98 2-A
318 02/05/01 SG/FG 2 17.5 108.5 18.4 106 98 2-A
TEST LOCATION: PAVING
312 40' EAST AND 50' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #G1-A
313 45' SOUTH AND 60' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #23
314 40' EAST AND 35' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~24
315 40' SOUTH AND 40' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD ~24
316 45' SOUTH AND 45' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~Y24
317 10' EAST AND 15' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD ~61-A
318 10' WEST AND 15' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~61-A
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
i FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineerng ~.