Kiddin' Around-LR000314Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TEST-~
CLIENT: Kiddin' Around, LLC
DATE: 14 March 2000
PROJECT: Kiddin' Around Play Care, Coppell, TX
JOB NO.: 00.1014
MATERIAL DESCRIPTION: 1) On-Site Fill - Dark Brown Clayey Sand with Tan Clay
2) On-Site Fill - Dark Brown Clayey Sand
ASTM D 698 STANDARD PROCTOR: 1) 94.0 pcf @ 23.0% Moisture
2) 108.0 pcf @ 14.0% Moisture
16)
17)
18)
LOCATION PROCTOR LIFT
Building Pad
approx. 15' south of north bldg. line
approx. 10' east of west bldg. line
approx. 20' north of south bldg. line
approx. 15' east of west bldg. line
South Fire Lane
approx. 30' west of east end
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
I 3 27.8
2 3 18.7
2 Fin. Sub. 18.6
92.0 97.9 92-98
Min, +3%
Over Optimum
102.1 94.5
104.4 96.7 95+
Optimum to + 5%
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Kiddin' Around, LLC, Jeff Jones
(1) 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
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 75229 (214) 351.6419
Client: Kiddin' Around, LLC
Project: Kiddin~ Around Play Care, Coppell, TX
Date: 14 March 20QO
Job No: Q0..1014
8oil Description:
Maximum Density :
Optimum Moisture :
Borrow Fill
Dark Grey Clay
96.0 pcf
22.0%
Liquid Limit : 45.7
Plasticity Index : 3~.0
Distribution:
120
110
100
90
Q 80
(1)
(1)
(1) Mike Jones Masonry
(1) City of Coppell
Kiddin' Around, LLC
Jerald W. Kunkel, Consulting Engineers
MOISTURE- DENSITY RELATIONSHIPASTM D698
10 20 30
Moisture Content percent