Riverchase (6.2)-LR 971001IN-PLACE DENSITY TESTING
ENCINEERWG, INC.
4747Irving Blvd., Suite #206
Dallas, Tezas 75247
Date of Service: 09/26/1997 Report No.: 9720900 Report Date
10/01/1997
Client No.: 17192300 Project No.: 43-1803-97
Client: Dallas Car Wash, Ltd. Project: (}rand Car Wash
Attn: Grey Stogner Riverchase and MacArthur
6780 Abrams Road, Suite 207
Dallas TX 75231 Coppell, Texas
Services: In-place density testing.
PROJECT DATA
coNTRa,croR: Spring Valley Construction Laboratory Tat Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
M/D No.
Description
1
TEST
NO
69
70
71
72
73
Med brn sandy clay (]t)
Maximum Project Requirements
Moisture% Density pcf Moisture Density
23.5 96.5 -1/+3%
95%
FIELD DENSITY TESTS
TEST LOCATION
South Drive
Subgrade, SE comer of main bldg, 25'S + 30'E
Subgrade, SE comer of main bldg, 25'S + 110'E
Su'ngrade, SEC of main bldg, 200'E of W end, CL
East Drive
Subgrade, 20'N of S end, right of centerline
Subgrade, 80'N of S end, left of centerline
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pct) (% max)
1 23.7 96.1 100
I 23.8 95.9 99
1 23.9 96.0 100
1 24.0 96.3 100
1 23.7 96.0 100
Test results on this report meet project specificatioD.
Technician: Tex King
Report Distribution:
([) Dallas Car Wash, Ltd. (I) City of Coppell
(I) Winkelmann & Associates, Inc.
(l) ROF/DW Architects
(1) Spring Valley Construction
En ' ing, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for [he use of the client indicated above and shall not be reproduced except in (ull without the written approval of HBC Engineering, Inc.
U7MP Page 1 of 1
IN-PLACE DENSITY TESTING ]~
ENCINEQ2A]G, INC.
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Date of Service: 09/23/1997 Report No.: 9720556 Report Date
10/01/1997
Client No.: 17192300 Project No.: 43-1803-97
Client: Dallas Car Wash, Ltd. Project: Grand Car Wash
Attn: Grey Stogner Riverchase and MacArthur
6780 Abrams Road, Suite 207
Dallas TX 75231 Coppell, Texas
Services: In-place density testing.
PROJECT DATA
CONTRACTOR: Spring Valley CDnstructlon Laboratory Test Method: ASTM D-698
Field Test Method: ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Med brown sandy clay (lt) 23.5 96.5 -1/+3°/a 95%
FIELD DENSITY TESTS
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION No. (%) (pcQ (% max)
65 Subgrade, firelane on W side, 50'S of N end, CL 1 24.1 94.3 98
66 Subgrade, N drive, 60'E of W end, R of centerline 1 23.9 94.5 98
67 Subgrade, N drive, 170'E of PJ end, L of centerline 1 23.8 94.2 98
68 Subgrade, W drive, 55'S of N end, centerline 1 24.0 94.2 98
Test results on this report meet project specification.
Technician: Tex King ~ Engiy e i ,Inc.
Report Distribution:
(I) Dallaz Car Wash, Ltd. (I) City of Coppell
(I) Winkelmann &Associates, Inc. PaUI D. Smith, P.E.
(I) ROF/DW ArchitecU Senior Project Engineer
(1) Spring Valley Construction
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.
07MP Page 1 of 1