Town Center L1B2-LR 990629IN -PLACE DENSITY TESTING fBC
ENGINF.ERI1vG, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/18/1999
Client No.: 26295000
Client: Ewing Prop erties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services: In -place density testing.
Report No.: 9916825 Report Date
06/29/1999
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
PROJECT DATA
CONTRACTOR Hill & Wilkinson
MOISTURE DENSITY RELATIONS:
M/D No.
1
Description
Brn, yellow, & red sandy clay
Laboratory Test Method: ASTM D -698
Field Test Method:
Maximum
Moisture % Density pcf
13.5 115.0
FIELD DENSITY TESTS
ASTM D -2922
ASTM D -2922
Project Requirements
Moisture Density
-1/ +3% 95%
TEST
MID
MOISTURE
DRY DENSITY
DENSITY
NO
TEST LOCATION
No.
( %)
(pct)
(% max)
8" Water Line, W Line
95
35' south of vault, @ grade
1
12.6
109.8
96
96
35' south of vault, 1.5' below grade
1
14.4
110.7
96
97
35' south of vault, @ grade
1
15.8
109.3
95
98
35' south of vault, 1' below grade
1
15.0
111.9
97
Test results on this report meet project specification.
Technician: Phil Green � E i ing, Inc.
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc. Paul D. Smith, P.E.
(1) Tom Thumb Stores Division (1) City of Coppell - Engr. Dept. Senior Project Engineer
(1) Michael F. Twichell, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc
07TM(D Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST fW
M INC.
8901 Carpenter Frwy., Suite 0100
Dallas, Texas 75247
Report No.: 9916748 Report Date
Date of Service: 06/18/1999 p 06/29/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & W
CONCRETE SUPPLIER
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3 - 5 "
AIR:
N/A
TEST METHOD:
ASTM C -143
5.50
ASTM C -172
7
ASTM C -39
SAMPLE LOCATION: See placement location
CYLINDER
MARKED
SET
NO.
1
1
1
2
1
3
1
4
CONCRETE CLASS 163
PLACEMENT DATE 06/18/1999 BATCH TIME: 4: loam
TIME SAMPLED 4:50am BY: Jimmy Atnip
WEATHER CONDITIONS: Clear
TEMPERATURE M - AIR 69 F CONCRETE: 78 F
TRUCK NO: 785 TICKET NO: 7072757
AIR CONTENT (%): N/A UNIT wEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving- west side of Tom Thumb
(See attached sketch)
REPORT OF TESTS ACCUMULATIVE YARDS 80
MEASURED
MAXIMUM
COMPRESSIVE
SLUMP
DATE
AGE
LOAD
STRENGTH
(ink)
TESTED
(days)
(lbs. force)
(psi)
5.50
06/25/1999
7
128420
4540
5.50
06/25/1999
7
130890
4630
Average
4590
5.50
07/16/1999
28
5.50
07/16/1999
28
Placement made with pump, sample taken from mixer.
FRACTURE
TYPE
J�
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9916748 Report Date
Date of Service: 06 /18/1999 p 06/29/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3 -5"
AIR:
N/A
TEST METHOD:
ASTM C -143
(days)
ASTM C -172
(psi)
ASTM C -39
SAMPLE LOCATION: See page 1
CONCRETE CLASS: 163
PLACEMENT DATE: 06 /18/1999 BATCH TIME: 5:17am
TIME SAMPLED: 5:45am BY: Jimmy Atnip
WEATHER CONDITIONS: Overcast
TEMPERATURE (F) - AIR 65 F CONCRETE: 79 F
TRUCK NO: 616 TICKET NO: 7072768
AIR CONTENT M: N/A UNIT WEIGHT (pd): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: 190
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
2 1
5.25
06/25/1999
7
111210
3930
2 2
5.25
06/25/1999
7
113080
4000
Average
3970
2 3
5.25
07/16/1999
28
2 4
5.25
07/1611999
28
Placement
made with pump,
sample taken
from mixer.
FRACTURE
TYPE
k"
This report is exclusively for the use of the client indicated above and shall not be reproduced except in fall without the written approval of HBC Engineering, loc.
O1LL Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGIlVEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /18/1999 Report No.: 9916748 Report Date
06/29/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Moms
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
3 - 5 "
AIR:
N/A
TEST METHOD:
ASTM C -143
(inches)
ASTM C -172
(days)
ASTM C -39
SAMPLE LOCATION: See page 1
CONCRETE CLASS: 163
PLACEMENT DATE: 06/18/1999 BATCH T wE: 6:08am
TIME SAMPLED: 6:36am BY: Jimmy Atnip
WEATHER CONDITIONS: Overcast
TEMPERATURE (F) - AIR 65 F CONCRETE: 78 F
TRUCK NO: 757 TICKET NO: 7072775
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
Placement made with pump, sample taken from mixer.
ACCUMULATIVE YARDS: 260
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3800
3920
3860
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
SILL Page 3 of 4
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
MARKED
SLUMP
DATE
AGE
LOAD
SET NO.
(inches)
TESTED
(days)
(tbs. force)
3 1
5.50
06/2511999
7
107450
3 2
5.50
06/25/1999
7
110750
Average
3 3
5.50
07/16/1999
28
3 4
5.50
07/16/1999
28
Placement made with pump, sample taken from mixer.
ACCUMULATIVE YARDS: 260
COMPRESSIVE
STRENGTH
(psi)
FRACTURE
TYPE
3800
3920
3860
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
SILL Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fDC
EN K 11 EERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /18/1999 Report No.: 9916748 Report Date
06/29/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
7
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUM:
3 -5"
AIR:
N/A
TEST METHOD:
ASTM C -143
6.00
ASTM C -172
7
ASTM C -39
SAMPLE LOCATION:
See page I
CYLINDER
MEASURED
MARKED
SLUMP
SET NO.
(inches)
4 1
6.00
4 2
6.00
4 3
6.00
4 4
6.00
CONCRETE CLASS: 163
PLACEMENT DATE: 06/18/1999 BATCH TD4E: 8:30am
TIME SAMPLED: 9:00am BY: Jimmy Atnip
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 75 F CONCRETE: 79 F
TRUCK NO: 611 TICKET NO: 7072791
AIR CONTENT (%): N/A UNIT WEIGHT (pd): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: 350
Placement made with pump, sample taken from mixer.
FRACTURE
TYPE
Technician: Jimmy Atnip Started: 4:00am Finished: 7:00am 11J1.. Engineer'
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & wilUnson, Inc. Eugene H hour
(1) Tom numb Stores Division (1) City of Coppell - Engr. Dept_ Vice President
(1) Michael F. Twichell, Inc
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
O1LL Page 4 of 4
MAXIMUM
COMPRESSIVE
DATE
AGE
LOAD
STRENGTH
TESTED
(days)
(Ibs. force)
(psi)
06/25/1999
7
91710
3240
06/25/1999
7
93850
3320
Average
3280
07/16/1999
28
07/16/1999
28
Placement made with pump, sample taken from mixer.
FRACTURE
TYPE
Technician: Jimmy Atnip Started: 4:00am Finished: 7:00am 11J1.. Engineer'
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & wilUnson, Inc. Eugene H hour
(1) Tom numb Stores Division (1) City of Coppell - Engr. Dept_ Vice President
(1) Michael F. Twichell, Inc
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
O1LL Page 4 of 4
CN
10.
W c;
0: fl
0
OD
0
30*X 30'
ACCESS ESM*T.
142 T - - - - --
— --
------ - - - - -- — — — — — — — — —
9 1.5.:
4.
4
Z
M OS
Ic, 21A
1• S 1 t
0
wr\
T 041
*** IL K
-T J.
Ln
(YA
t
2 cr
3f
125 5�
as — -a- - -
Vni
V),
u '4
V
2
�%4 w I Tt 00 •7� ' \ ' \, "�_ \ � �. Z ' I \— a-- -� -a . �— \ +. -_�— a 1•as•a• (
Lo
LP
0
2070 f
-A.
1 4 ,
% .. ..... .....
xm.