Town Center L1B2-LR 990720CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGIIVEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /18/1999 Report No.: 9916748
Report Date
07/20/1999
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
(days)
ASTM C -172
(psi)
ASTM C -39
SAMPLE LOCATION: See placement location
CONCRETE CLASS: 163
PLACEMENT DATE: 06/18/1999 BATCH TIME: 4:10am
TIME SAMPLED: 4:50am BY: Jimmy Atnip
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 69 F CONCRETE: 78 F
TRUCK NO: 785
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving- west side of Tom Thumb
(See attached sketch)
REPORT OF TESTS
TICKET NO: 7072757
UNIT WEIGHT (pcf): N/A
ACCUMULATIVE YARDS: 80
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi)
1 1
5.50
06/25/1999
7
128420
4540
1 2
5.50
06/25/1999
7
130890
4630
Average
4590
1 3
5.50
07/16/1999
28
132200
4680
1 4
5.50
07/16/1999
28
127720
4520
Average
4600
Placement
made with pump,
sample taken
from mixer.
FRACTURE
TYPE
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.
01LL Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST FBC
ENCIlVFFRM, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Teas 75247
Date of Service: 06 /18/1999 Report No.: 9916748 Report Date 07/20/1999
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
TMIE 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 (%): N/A UNIT WEIGHT (pcf): 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
159480
5640
2 4
5.25
07/16/1999
28
150650
5330
Average
5490
Placement made with pump, sample taken from mixer.
FRACTURE
TYPE
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.
01 LL Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
E K E I ;UM, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /18/1999 Report No.: 9916748 Report Date
07/20/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
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
3 3
ASTM C -172
07/16/1999
ASTM C -39
SAMPLE LOCATION: See page 1
CONCRETE CLASS: 163
PLACEMENT DATE: 06/18/1999 BATCH TIME: 6:08am
TIME SAMPLED: 6:36am BY: Jimmy Atnip
WEATHER CONDITIONS: Overcast
TEMPERATURE (F) - Am 65 F CONCRETE: 78 F
TRUCK NO: 757 TICKET NO: 7072775
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION:
See page 1
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
REPORT OF TESTS ACCUMULATIVE YARDS: 260
CYLINDER
MEASURED
MARKED
SLUMP
DATE
SET NO.
(inches)
TESTED
3 1
5.50
06/25/1999
3 2
5.50
06/25/1999
3 3
5.50
07/16/1999
3 4
5.50
07/16/1999
AGE
(da
7
7
28
28
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(ibs. force) (psi) TYPE
107450
110750
Average
126930
129570
Average
Placement made with pump, sample taken from mixer.
3800
3920
3860
4490
4580
4540
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.
01 LL Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
8901 Carpenter Frwy., Suite #100
Dallas, Tem 75247
Date of Service: 06 11811999 Report No.: 9916748 Report Date
07/20/1999
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
TESTMETHOD:
ASTM C -143
(psi) TYPE
ASTM C -172
06/25/1999 7
ASTM C -39
SAMPLE LOCATION: See page 1
CONCRETE CLASS: 163
PLACEMENT DATE: 06/18/1999 BATCH TIME: 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 (pcf): N/A
PLACEMENT LOCATION:
See page 1
(t) 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.
01LL Page 4 of 4
REPORT OF TESTS
ACCUMULATIVE YARDS: 350
CYLINDER MEASURED
MAXIMUM
COMPRESSIVE
MARKED SLUMP
DATE AGE
LOAD
STRENGTH FRACTURE
SET NO. (inches)
TESTED (days)
(lbs. force)
(psi) TYPE
4 1 6.00
06/25/1999 7
91710
3240
4 2 6.00
06/25/1999 7
93850
3320
Average
3280
4 3 6.00
07/16/1999 28
130730
4620
4 4 6.00
07/16/1999 28
128970
4560
Average
4590
Placement made with pump,
sample taken from mixer.
Technician: Jimmy Atnip
Started: 4:00am Finished: 7:00am
1
Inc.
Report Distribution:
e f ngineering,
7 Z ,'
(1) Ewing Properties, Inc.
(1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies
(1) Hill & Wilkinson, Inc.
Eugene Harbour
(1) Tom Thumb Stores Division
(1) City of Coppell - Engr. Dept.
Vice President
(t) 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.
01LL Page 4 of 4
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CONCRETE COMPRESSIVE STRENGTH TEST j�
T 7 MERING, M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/08/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9918541 Report Date
07/20/1999
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:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR
3 -5%
TEST METHOD
ASTM C -143
(inches)
ASTM C -172
(days)
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 163
PLACEMENT DATE: 07/08/1999 BATCH TIME 2:43am
TIME SAMPLED: 3:30am BY: Greg Dimock
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 76 F CONCRETE: 90 F
TRUCK NO: 746 TICKET NO: 3087369
AIR CONTENT (%): N /A UNIT WEIGHT (pcf): N /A
PLACEMENT LOCATION:
Paving- Parking area, 100' x 120' west of building, Fire lane- East fire lane in front on side
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4160
4250
4210
Sample location: 20' West of east joint and 20' north of south joint
Sampled from truck.
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 1 of 4
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
MARKED
SLUMP
DATE
AGE
LOAD
SET NO.
(inches)
TESTED
(days)
(lbs. force)
1 1
4.50
07/15/1999
7
117540
1 2
4.50
07/15/1999
7
120320
Average
1 3
4.50
08/05/1999
28
1 4
4.50
08/05/1999
28
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
4160
4250
4210
Sample location: 20' West of east joint and 20' north of south joint
Sampled from truck.
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 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST f 19C
ENGIIVEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/08/1999 Report No.: 9918541 Report Date
07/20/1999
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:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
30W psi @ 28 Days
SLUMP:
5.0" Max
AIR:
3 -5%
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION:
CYLINDER
MARKED
SET
M
See below
CONCRETE CLASS: 163
PLACEMENT DATE: 07/08/1999 BATCH TIME: 4:12am
TIME SAMPLED: 4:55am BY: Greg Dimock
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 75 F CONCRETE: 90 F
TRUCK NO: 734 TICKET NO: 3087383
AIR CONTENT (%): NIA UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: 10
MEASURED
SLUMP DATE AGE
(inches) TESTED (days)
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
1 4.00
07/15/1999
7 129990 4600
2 4.00
07/15/1999
7 121320 4290
Average 4450
3 4.00
08/05/1999
28
4 4.00
08/05/1999
28
Sample location: Five (5) feet south of north joint and 20' east of west joint
Sampled from truck.
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 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fDC
EIVGIlVEERINC, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/08/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9918541 Report Date
07/20/1999
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:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
3 -5%
TEST METHOD:
ASTM C -143
7
ASTM C -172
5.00
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 163
PLACEMENT DATE: 07/08/1999 BATCH TIME: 5:16arn
TIME SAMPLED: 6:40am BY: Greg Dimock
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 74 F CONCRETE: 91 F
TRUCK NO: 968 TICKET NO: 3087394
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
(days)
3 1
5.00
07/15/1999
7
3 2
5.00
07/15/1999
7
3 3
5.00
08/05/1999
28
3 4
5.00
08/05/1999
28
Sample location: Thirty (30) feet north of south joint and 10' west of east curb
in fire lane
Sampled from truck.
dv
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 3 of 4
ACCUMULATIVE YARDS: 10
MAXIMUM
COMPRESSIVE
LOAD
STRENGTH FRACTURE
(lbs. force)
(psi) TYPE
98620
3490
97110
3430
Average
3460
Sample location: Thirty (30) feet north of south joint and 10' west of east curb
in fire lane
Sampled from truck.
dv
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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/08/1999 Report No.: 9918541 Report Date
07/20/1999
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:
3
SPECIFICATION REQUIREMENTS
STRENGTH:
3000 psi @ 28 Days
SLUMP:
5.0" Max
AIR:
3 -5%
TEST METHOD:
ASTM C -143
7
ASTM C -172
6.50
ASTM C -39
SAMPLE LOCATION: See below
CONCRETE CLASS: 163
PLACEMENT DATE: 07/08/1999 BATCH TIME: 7:21 am
TIME SAMPLED: 8:20am BY: Greg Dimock
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 615
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER
MEASURED
LOAD
STRENGTH FRACTURE
MARKED
SLUMP
DATE
AGE
SET NO.
(inches)
TESTED
(days)
4 1
6.50
07/15/1999
7
4 2
6.50
07/15/1999
7
4 3
6.50
08/05/1999
28
4 4
6.50
08/05/1999
28
Clear
80 F CONCRETE: 92 F
TICKET NO: 7073764
UNIT WEIGHT (pcf): N/A
ACCUMULATIVE YARDS: 10
MAXIMUM
COMPRESSIVE
LOAD
STRENGTH FRACTURE
(lbs. force)
(psi) TYPE
113690
4020
109630
3880
Average
3950
Sample location: Forty (40) feet east of west form and 10' south of north curb in
fire lane
Sampled from truck.
Technician: Greg Dimock Started: 2:00am Finished: 2:30pm 17JL. En gin C.
Report Distribution:
(1) Ewing Properties, Inc. (1) Raymond L. Goodson, Jr. Engrs.
(1) S.0 Companies (1) Hill & Wilkinson, Inc. Eugene Harbour
(1) Tom Thumb 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.
01LL Page 4 of 4
IN-PLACE DENSITY TESTING
XI RM, Dr-
8901 Carpenter Fruy., Suite #100
Dallas, Te=as 75247
Date of Service: 07/02/1999 Report No.: 9918153 Report Date
Client No.: 26295000 Project No.: 94991134 07/20/1999
Client: Ewing Properties, Inc. Project: Tom Thumb
Attn: Mark Morris Denton Tap & Sandy Lake
14990 Landmark Blvd, #300
Dallas TX 75240 -6729 Coppell, Texas
Services: In -place density testing.
(1) Michael F. Twichell, Inc
This repot 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.
Page 1 of 1
PROJECT DATA
CONTRACTOR: Hill & Wilkinson
Laboratory Test Method: ASTM D -698
Field Test Method: ASTM 13-2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M /D No. Description
Moisture % Density pcf Moisture
Density
1 Lt. bm/med bm clayey sand
15.0 119.0 -202%
95%
FIELD DENSITY TESTS
TEST
M/D MOISTURE DRY DENSITY
DENSITY
NO TEST LOCATION
No. (• /.) (pd)
(•/. mu)
Sanitary Sewer
99 Grid line D.3/4.5, Final lift
1 13.5 116.3
98
100 Grid line C.8/4, Final lift
1 14.6 115.8
97
101 Grid line B.5/3.3, Final lift
1 14.8 117.7
99
102 Grid line B.5/2.8, Final lift
1 13.8 115.2
97
Test results on this report meet project specification.
*
Tecbnidan: Roy Montgomery
g Bring, Inc.
Report Distribution:
(1) Bwiug Properties, Inc. (1) Raymmd L. Goodson, Jr. Fags.
(1) S.0 Companies (1) Ilia & Wilkatson, Inc. Paul D. Smith, P.E.
(1) Tam Thumb Stores Division (1) City of Coppell -Eap{. Dept. Senior Project Engineer
(1) Michael F. Twichell, Inc
This repot 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.
Page 1 of 1