HomeMy WebLinkAboutSoil Density Test ReportE&T DUNKELB NGOINEERING &tSTING, INC.
SOIL -DENSITY
TEST REF�i
Project Name:
PGA Learning, Center At The Reserve
Report Date:
7-26-99
Chnt Name:
Robert F. Fromm & Associates, Inc.
590 NW Peacock Loop, Suite 9
Project No.: _
_ 99-11-636
Port St. Lucie, FL 134986
Date Tested:
7-16-99
Technician Initials:
DH
Attn:
Mr. Robert F..Fromm
Progress Report No.:
1 (Sheet 1 of 5)
'rest
Probe
Depth
(in)
Laboratory.Proctor
"Field Tests
Maximum
Dry Density
cf)
Optimum
Moisture
%)
Dry
Density
c
Cone
Resistance'
Moisture
%
Minimum
Required
Compaction
%)
Percent
Maximum
Density
Test
Result
1
12
108.4
11.9
106.7
---
8.3
95
98.4
Pass
2
12
---
---
---
35
---
95
95+
Pass
3
12
---
---
---
35+
--
95
95+
Pass
4
12
108.4
11.9
107.7
---
9.5
95
99.4
Pass
5
12
---
---
---
35+
---
95
95+
Pass
6
12
---
---
40+
---
95
95+
Pass
7
12
---
25
---
95
95+
Pass
8
12
---
---
30
---
95
95+
Pass
9
12
---
35+
---
95
95+
Pass
Type of Field Density Test: ( X) ASTM D 2922 (X) ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T 99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214: hand-held cone penetrometer. ;
Test. ;
No. :::.
:.•Soil:
T e
Elevation
_
.:: .::. Test;Location :Buildm :Pad ."; ,
1
1
31.5
Northeast corner
2
1
30.5
Northeast corner
3
1
29.5
Northeast corner
4
1
31.5
60' west of southeast -comer
5
1.
30.5
60' west of southeast corner
6
1. •
29.5
60' west of southeast comer
NOV icla
7
1
31.5
Southeast corner
8
1
30.5
Southeast corner
9
1
29.5
Southeast corner
011c works
Elevation Referenced to: (x) NGVD () AISL r ,� W( )Other
Soi1T': e:.
1 _ Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary
5 Utility Backfill Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course jt
10 Other:
cc:
AUG 2 4 1999
Coup s
523 A NW Enterprise Dnve, Port: St.: Luce;:: Florida 34986 • Phone: .
DE&T DiTNKELBERGER ENGINEERING &TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: PGA Learning Center At The Reserve Report Date: 7-26-99
a
Client Name: Robert F. Fromm & Associates, Inc.
590 NW Peacock Loop, Suite 9 Project No.: 99-11-636
Port St. Lucie, FL 134986 Date Tested: 7-16-99
Technician Initials: DH
Attn: Mr. Robert F. Fromm Progress Report No.: 1 (Sheet 2 of 5)
Laborator r Proctor
Meld Tests:
Test
No.
Probe
Depth
(in)
Maximum
Dry Density
(cf)
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
10
12
---
---
35
---
95
95+
Pass
11
12
---
35
---
95
95+
Pass
12
12
---
---
---
35+
--
95
95+
Pass
13
12
---
---
---
25
---
95
95+
Pass
14
12
---
35
---
95
95+
Pass
15
12
---
35+
---
95
95+
Pass
16
12
---
30
---
95
95+
Pass
17
12
---
35
---
95
95+
Pass
18
12
---
---
40+
1 ---
1 95
1 95+
Pass
Type of Field Density Test: ( ) ASTM D 2922 ( 7) ASTM D 2937
Minimum Required Compaction Based on: ( ) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No:.
Soil::
Type-
Elevation
Test:Lacatitin.._Buildm Pad .. ":
10
1
31.5
80' west of northeast corner -
11
1
30.5
80' west of northeast corner
12
1
29.5
80' west of northeast corner
13
1
31.5
120' east of southwest corner
14
1
30.5
120' east of southwest corner
15
1
29.5
120' east of southwest corner
16
1
31.5
65' east and 20' south of northwest corner
17
1
30.5
65' east and 20' south of northwest corner
18
1
29.5
65' east and 20' south of northwest corner
Elevation Referenced to: (x) NGVD
Soil -Tye
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5 y
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc:
( ) MSL ( ) Other
523A NW E itetprise.:Dr ve,. Port St.. Lucie, Florida 34986;
E
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Maximum Dry Density
Optimum Water Content (%5-
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Sample I i I i Building .
Sa!pple Description: -tan to brown medium to fine
SAND, trace hardpan, trace silt
Robert F. Fromm & Associates,Inc.
LearningPGA Center At The Reserve
St. Lucie County, Morida
agn
636dt32