Gateway BP(1.2)-LR 960724IN-PLACE DENSITY STING
Date of Service:
Client No.:
Client:
Services:
07/24/1996
13195000
Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive, Suite 100
Irving TX 75038
4747 Irving Blvd., Suite #206
~ Texaz 75247
Report No.: 9606629
Project No.: 43-1452-96
Project: Fritz Gateway-Warehouse
LBJ ~ Cotton & Gateway
CO~TRACTOR: Haws & Tingle
PROJECT DATA
Laboratory Test Method: ASTIV[ D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
M/D No.
1
2
]Mazimum
Description Moisture % Density pcf
Tannish Brown Sandy Clay W/CB 13.0 119.5
Dk/Md Bmfrn Cly W/Rd Bm Cly 21.0 104.0
FIELD DENSITY TESTS
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
±2% 95%
-2/+4% 95%
TEST M/D MOISTURE DRY DENSITY DENSITY
NO TEb-'r LOCATION No. (%) (pc0 (% max)
390 3rd lift, grid 975 ff. n., 140 ff. w. 1 13.8 115.5 96.7
391 3rd lift, grid 1030 ff. n., 230 ft. w. 1 14.2 115.4 96.6
392 3rd lift, grid 1100 ft. n., 170 ff. w. 1 14.5 115.0 96.2
393 3rd lift, grid 1125 ff. n., 240 ft. w. 1 14.0 115.5 96.7
394 3rd lift, grid 1175 ff. n., 160 ft. w. 1 13.6 115.8 96.9
395 3rd lift, grid 1225 ft. n. 210 ft. w. 1 13.9 115.6 96.7
396 3rd lift, grid 1300 ft. n., 170 ft. w. 1 13.5 116.2 97.2
397 3rd lift, grid 1330 ft. n., 220 ff. w. 1 14.3 115.3 96.5
398 3rd lift, grid 1200 ft. n., 275 ft. w. 1 14.7 114.7 96.0
399 3rd lift, grid 1230 ft. n., 340 ff. w. 1 14.2 115.3 96.5
400 3rd lift, grid 1175 ft. n., 380 ft. w. 1 14.1 115.4 96.6
07CC 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.
l~eport ~qo.: 9606629
TEST
NO TEST LOCATION
MID MOISTURE DRY DENSITY
No. (%)
1 13.6 115.9
2 20.6 101.3
2 21.2 100.6
2 21.0 100.8
2 20.4 101.6
2 20.8 101.1
2 21.0 100.9
2 20.9 I01.0
2 21.1 100.6
2 21.4 100.5
401 3rd lift, grid 1200 ft. n., 430 R. w.
402 1st lift, grid C.8/1.5, 6" storm sewer
403 2nd lift, grid C.8/1.7, 6" storm sewer
404 3rd lift, grid C.8/1.9, 6" storm sewer
405 1st lift, grid A.5/4.3, 6" sanitary sewer
406 2nd lift, grid A/4.3, 6" sanitary sewer
407 3rd lift, grid B/4.3, 6" sanitary sewer
408 1st lift, grid A. 1/4.1, 10" storm sewer
409 2nd lift, grid A. 5/4.1, 10" storm sewer
410 3rd lift, grid A. 7/4.1, 10" storm sewer
Test results on this report meet project specification.
Test numbers 390 thru 401, building pad.
Test numbers 402 thru 410, plumbing trench.
DEN~TY
97.0
97.4
96.7
96.9
97.7
97.2
97.0
97.1
96.7
96.6
Technician: Jesse Landreth
Report Distribution:
(1) C~llus Development Corpor~on
(1) Gromatzky Dupree & Associates
(1) Brockette-Davis-Drake, Inc.
(2) Haws & Tingle
(2) City of Colwell
( 1 ) Abbo~ Development
Ht~ E~g, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
07CC 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.