PA0001-LR020301RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
American Civil Constructors, Inc.
Attn: Mr. Rex Shelley
821 E. Southlake Blvd.
Southlake TX 76092
McArthur Park
Parking Expansion
Coppell, TX
Perform Itt-Place Density Test in accordance with ASTM Standards.
Report No.: 144780
Project No.: 025955
Date of Service: 02/27/2002
Report Date: 03/01/2002
PROJECT DATA
CONTRACTOR: American Civil Constructors
Gauge: Troxler 3430 Moisture
Test Methods: ASTM D-2922
ASTM D-3017 Gauge Serial No: 32685 Cur~'ent: 683
Test Mode: DT Previous: 672
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density ptf
I Dark Grayish Brown Clay (Lime Treated)
23.5 95.5
Standard Counts
Density
Current: 3126
Previous: 3054
Project Requirements
Moisture Density
Optimum +5 95 min
FIELD DENSITY TESTS
~ PROBE
NO TEST LOCATION DEPTH
Paving Subgrade
I 10' north x 10"west from southeast corner 6"
of south parking area
Paving Subgrnde ·
2 15' north x 15' west from southeast comer 6"
of south parking area
Paving 8ubgrade
3 25' north x 25' west from southeast comer 6"
of south parking area
Paving Subgrade
4 30' north x 30' west from southeast corner 6"
of south parking area
Paving Subgrade
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
I 25.3 117.9 94.1 99
I 23.7 117.8 95.2 t00
I 26.6 115.6 91.3 96
1 24.1 117.4 94.6 99
LIMITATIONS: The ~est msulls prescn~ed herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other featu~ of similar subject matter provided by persons or conditions over which we have no con~'ol. Our letters and
reports are for the exclusive use ot'the clients to whom they are addressed and shall not be reproduced except in fifll without the written approval of Rone Engineers. Inc.
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Report No.: 144780 RoneEnglneem
Project No.: 025955 Client: American Civil Constructors, Inc. Il/
NO
TEST LOCATION
10
11
12
13
14
15
16
17
18
19
2O
40' north x 40' west from southeast comer
of south parking area
Paving Subgrode
10' north x 10' east from southwest comer
of south parking area
Paving Subgrade
20' north x 20' east from southwest comer
of south parking area
Paving Subgrade
10' south x 10' east from northwest corner
of south parking area
Paving Subgrade
10' west x 10' south from northeast comer
of south parking area
Paving Subgrade
25' west x 25' south from northeast comer
of south parking area
Paving Subgrode
15' west x 15' south from northeast comer
of northeast pnrking area
Paving Subgrade
15' north x 15' east from southwest comer
of northeast parking area
Paving Snbgrode
15' south x 15' east from northwest corner
of northeast parking area
Paving Snbgrade
15' north x 15' west from southeast comer
of northeast parking area
Paving Snbgrade
Middle area
Paving Subgrade
Middle area, northwest parking area
Paving Subgrade
15' south x 15' west from northeast comer
Paving Subgrade
15' south x 15' east from northwest corner
Paving Subgrade
15' north x 15' east from southwest corner
Paving Subgrade
15' south x 15' west from southeast corner
Technician: Joe Jemigan
Report Distribution:
(1) American Civil Constructors, Inc.
(1) City of Coppell
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (1~0 (% max)
6" I 27.1 116.7 91.8 96
6" I
25.6 115.8 92.2 97
26.0 114.9 91.2 95
6" 1
24.3 114.5 92.1 96
6" i
26.5 i 15.6 91.4 96
6" I
25.3 117.0 93.4 98
6" I
25.6 113.8 90.6 95
6" I
24.2 112.8 90.8 95
6" I
27.9 116.0 90.7 95
6" I
24.5 113.8 91.4 96
6" 1 26.2 114.2
6" 1 25.5 117.3
6" I 24.8 117.1
6" I 26.1 116.6
6" I 25.6 113.8
6" I 25.6 115.8
90.5 95
93.5 98
93.8 98
92.5 97
90.6 95
92.2 97
Test results on this report meet project specification.
Started: 9:30am Finished: 1:00pm Rone~e.
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided tbr testing. Wc assume no responsibility fi~r variation in quality
(composition, appearance performance, otc.) or any other f~ature of similar subject matter provided by persons or conditions over which we have no control. Our [eRers and
repmts are for the exclusive use of thc clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Emi neers, Inc.
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