Town Center L1 B2-LR 990622IN -PLACE DENSITY TESTING fDC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/11/1999 Report No.: 9916136 Report Date
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Services:
CONTRACTOR: Hill & Wilkinson
Project No.: 94991134
06/22/1999
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
PROJECT DATA
Laboratory Test Method: ASTM D -698
Field Test Method: ASTM D -2922
ASTM D -3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
Maximum Project Requirements
Moisture % Density pcf Moisture Density
1 Red/brown clay
19.0 104.5
-1 / +3% 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. ( %) (pcf) (% max)
91 Backfill existing manhole, 1st lift 1 21.4
92 Backfill existing man hole, 2nd lift 1 20.2
Test results on this report meet project specification.
100.4 96
101.0 97
Technician: Roy Montgomery � En in 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
07TMP Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /09/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9915823 Report Date
06/22/1999
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:
3 -5"
AIR:
3 -6%
TEST METHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See placement location
CYLINDER
MARKED
SET
1
1
1
1
NO.
CONCRETE CLASS: 163
PLACEMENT DATE: 06/09/1999 BATCH TIME: 3:37am
TIME SAMPLED: 4:10am BY: Lee Savage
WEATHER CONDITIONS: Warm
TEMPERATURE (F) - AIR 78 F CONCRETE: 95 F
TRUCK NO: 734 TICKET NO: 3085368
AIR CONTENT (%): 2.6 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving -20' south, 100' east of northwest comer of paving
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
1 7.00
06/16/1999
7 130970 4630
2 7.00
06/16/1999
7 121260 4290
Average 4460
3 7.00
07/07/1999
28
4 7.00
07/07/1999
28
Contractor was advised of low air and high slump
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.
GILL Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fBC
EN' I , INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /09/1999
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Report No.: 9915823 Report Date
06/22/1999
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
SLUM:
3 - 5 "
AIR:
3 -6%
TEST METHOD:
ASTM C -143
(days)
ASTM C -172
(psi)
ASTM C -39
SAMPLE LOCATION: See placement location
CONCRETE CLASS: 163
PLACEMENT DATE: 06/09/1999 BATCH TIME: 4:35am
TIME SAMPLED: 5:15am BY: Lee Savage
WEATHER CONDITIONS: Warm
TEMPERATURE (F) - AIR 79 F CONCRETE: 92 F
TRUCK NO: 975 TICKET NO: 3085380
AIR CONTENT (%): 2.2 UNIT wEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving- 5' south, 5' east of northwest corner of paving
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH
SET NO.
(inches)
TESTED
(days)
(lbs force)
(psi)
2 1
6.00
06/16/1999
7
103870
3670
2 2
6.00
06/16/1999
7
104880
3710
Average
3690
2 3
6.00
07/07/1999
28
2 4
6.00
07/07/1999
28
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.
OILL Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST fDC
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06 /09/1999 Report No.: 9915823
Report Date
06/22/1999
Client No.: 26295000 Project No.: 94991134
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
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:
3 -5"
AIR:
3 -6%
TEST METHOD:
ASTM C -143
ASTM C -172
3330
ASTM C -39
SAMPLE LOCATION: See placement location
CONCRETE CLASS: 163
PLACEMENT DATE: 06/09/1999 BATCH TD4E: 7:09am
TIME SAMPLED: 7:30am BY: Lee Savage
WEATHER CONDITIONS: Warm, breezy
TEMPERATURE (F) - AIR 80 F CONCRETE: 91 F
TRUCK NO: 975 TICKET NO: 3085405
AIR CONTENT (%): 2.6 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving- 100' south, 60' east of northwest corner of paving
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
3
3
3
3
MEASURED
SLUMP DATE
(inches) TESTED
1 7.00
06/16/1999
2 7.00
06/16/1999
3 7.00
07/07/1999
4 7.00
07/07/1999
ACCUMULATIVE YARDS: 10
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 3 of 4
MAXIMUM
COMPRESSIVE
AGE
LOAD
STRENGTH
(days)
(lbs force)
(psi)
7
90730
3210
7
97240
3440
Average
3330
28
28
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 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST f 19C
1 - 1 11 M.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/09/1999 Report No.: 9915823 Report Date
06/22/1999
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 C 28 Days
SLUMP:
3 - 5 t1
AIR:
3 -6%
TMMETHOD:
ASTM C -143
ASTM C -172
ASTM C -39
SAMPLE LOCATION:
CYLINDER
MARKED
SET
4
4
4
4
NO.
See placement location
MEASURED
SLUMP DATE
(inches) TESTED
CONCRETE CLASS: 163
PLACEMENT DATE: 06/09/1999 BATCH TIME: 8:40am
TIME SAMPLED: 9:15am BY: Lee Savage
WEATHER CONDITIONS: Warm
TEMPERATURE (F) - AIR 84 F CONCRETE: 94 F
TRUCK NO: 820 TICKET NO: 3085414
AIR CONTENT (%): 2.4 UNIT WEIGHT (pd): N/A
PLACEMENT LOCATION:
Paving- 100' South, 120' east of northwest comer of paving
REPORT OF TESTS
AGE
(days)
1 5.00
06/16/1999
7 104970
2 5.00
06/16/1999
7 113080
Average
3 5.00
07/07/1999
28
4 5.00
07/07/1999
28
Technician: Lee Savage
MAxnKUM
LOAD
(lbs. force)
Report Distribution:
(1) Ewing Properties, Inc.
(1) S.0 Companies
(1) Tom Thumb Stores Division
(1) Michael F. Twichell, Inc.
Started: 3:00am Finished: 11:00am
(1) Raymond L. Goodson, Jr. Engrs.
(1) Hill & Wilkinson, Inc.
(1) City of Coppell - Engr. Dept.
Eugene Harbour
Vice President
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.
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
3710
4000
3860
FRACTURE
TYPE
E 'leering, Inc.
OILL Page 4 of 4