Kiddin' Around-LR000309Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 00.1014
CLIENT: Kiddin' Around, LLC DATE: 9 March 2000
PROJECT: Kiddin' Around Pla,/Care, Coppell, TX SUPPLIER: Nelson Bros.
LOCATION OF POUR SET 1: Paving, north parking lot, approx. 0'-20' east of
west property line and 0'-20' south of north curb
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 223 Cement
Ticket No. 82957 Flyash
Time Batched 10:40am Sand
Time Sampled 11:05am in.
Concrete Temp. (ASTM C1064) 68°F 1.0 in.
Air Content (ASTM C231) 4.7% Water
Unit Weight IASTM C138) Admix #1
Admix #2
AEA
6 sks.
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
9 6.50* 7 03/16/00
10 6.50 7 03/16/00
11 6.50 28 04/06/00
12 6.50 28 04/06/00
87,3OO 3O9O
83,700 2960
121,800 43Z0
125,500 4440
28-Day Average 4380
4000
*Superintendent informed of slump.
TECHNICIAN:
DISTRIBUTION:
MFM (10:30am-12:00 Noon)
(1) Kiddin' Around, LLC, Jeff Jones
(1) Jerald W. Kunkel, Consulting Engineers
(1) Mike Jones Masonry
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.:
CLIENT: Kiddin' Around, LLC DATE:
PROJECT: Kiddin' Around Play Care, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 1:
LOCATION OF POUR SET 2:
00.1014
9 March 2000
Nelson Bros.
Paving, north parking lot, approx. 0'-20' east of
west property line and 0'-20' south of north curb
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. 223 Cement
Ticket No. 82957 Flyash
Time Batched 10:40am Sand
Time Sampled 11:05am in.
Concrete Temp. IASTM C1064} 68°F 1.0 in.
Air Content {ASTM C231 ) 4.7 % Water
Unit Weight (ASTM C138) Admix # 1
Admix #2
AEA
6 sks.
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
IASTM C143! psi Strength
9 6.50* 7 03/16/00
10 6.50 7 03/16/00
11 6.50 28 04/06/00
12 6.50 28 04/06/00
87,300 3090
83,700 2960
2S-Day Average 4000
*Superintendent informed of slump.
TECHNICIAN:
DISTRIBUTION:
MFM (10:30am~12:00 Noon)
(1) Kiddin' Around, LLC, Jeff Jones
(1) Jerald W. Kunkel, Consulting Engineers
(1) Mike Jones Masonry
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Kiddin' Around, LLC
DATE: 9 March 2000
PROJECT: Kiddin' Around Play Care, Coppell, TX
JOB NO.: 00.1014
MATERIAL DESCRIPTION: 1 i On-Site Fill - Dark Brown Clayey Sand
2) On-Site Fill - Dark Brown Clayey Sand with Tan Clay
ASTM D 698 STANDARD PROCTOR: 1) 108.0 pcf @ 14.0% Moisture
2) 94.0 pcf (~ 23.0% Moisture
10)
11)
12)
LOCATION PROCTOR
Buildino Pad
10' north of south bldg. line
10' west of east bldg. line RETAKE
15' north of south bldg. line
20' east of west bldg. line RETAKE
10' south of north bldg. line
20' west of east bldg. line
MOISTURE DRY PERCENT
LIFT CONTENT DENSITY COMPACTION
% PCF
Subgrade 19.1 103.8 96.1
Subgrade 26.7 92.0 97.8
1 19.6 102.4 94.7
REQUIRED
COMPACTION
%
92-98
Min. +3%
Over Optimum
TECHNICIAN:
DISTRIBUTION:
MFM
(1) Kiddin' Around, LLC, Jeff Jones
(I) Jerald W. Kunkel, Consulting Engineers
(1) Mike Jones Masonry
(1) City of Coppell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148