DFW Trade JV-LR 990324 P.O. Box 223571, Dallas, Texas 75222-3571 972-870-0808
IN-PLACE MOISTURE DENSITY TEST RESULTS
To: INDUSTRIAL BEV INTERNATIONAL Test Date: 3/24/99
5420 LBJ FRVVY, SUITE 1275 Project No: T-3126
DALLAS, TX 75240 Report Date: 3/30/99
Report No: 399860
PAGE 1 OF 2
Project: DFW TRADE CENTER Definitions of Terms
Location: BUILDING H RQP- Rt Qtr Point CL - Centedine
Field Rep: J. TIPTON LQP - Lt Qtr Point Sta - Station
Test Test Location Depth or Field Field Proctor Percent
No. Lift Moisture Density No. Proctor
(%) (pcf) Density
1 FOOTING B-8, CENTER FINAL 14.3 117.3 498381 98.7
2 FOOTING B-6, CENTER FINAL 14.7 118.2 498381 99.5
3 FOOTING B-4, CENTER FINAL 15.2 116.5 498381 98.1
4 FOOTING B-l, CENTER FINAL 15.3 115.1 498381 96.9
Proctor No: Description Opt. Moisture Max. Density
498381 TAN CLAYEY SAND 13.0 118.8
Nuclear Density Gauge No: 1407 Test Methods: ASTM D 2922
Standard Density Count: 3655.8 ASTM D 3017
Standard Moisture Count 370.2 ASTM D 698
Transmission Depth (in): 6"
Remarks:
1-COMPASS BANK
1-MacGREGOR ASSOC. ARCHITECTS / Roy R. Grant, P.E.
1-POTTER CONCRETE CO.
1-PIONEER CONCRETE
1-CITY OF GRAPEVINE
~' 1-CITY OF COPPELL
The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or
observed. They are not intended to be indicative of qualities of apparently identical products. The use of our name must receive pdor written approval.
TRINITY ENGINEERING TESTING CORPORATION
P.O. Box 223571 DALLAS, TEXAS 75222-3571 972-870-0808
TO: INDUSTRIAL DEV INTERNATIONAL PROJECT: DFW TRADE CENTER
5420 LBJ FRWY, SUITE 1275 BUILDING H
DALLAS, TX 75240 TETCO NO.: 3126
DATE: 3/24/99
REPORT NO.: 399860
PAGE 2 OF 2
REPORT ON: REINFORCING STEEL
IDENTIFICATION: FOOTINGS
LOCATION: B-3, B-2, B-2, B-4, B-5, B-8, B-7 AND B-6
TECHNICIAN: J. TIPTON
OBSERVATION DATE: 3/24/99
METHOD OF TEST: VISUAL OBSERVATIONS
RESULTS:
I X IAII reinforcing in place as specified by drawings.
I I Exceptions noted and referred to contractor for correction.
I IExceptions noted and referred to structural engineer. /
I IExceptions corrected pdor to placement of concrete.
REMARKS:
REPORTS TO:
1-CLIENT, ATT: KEN KUESEL
1-KAJIMA CONST ,,~TRINITY ENGIN~E~ E/RJ~IG TESTING CORP.
1-MacGREGOR ASSOC. ARCHITECTS
1-POTTER CONCRETE CO. --
1-PIONEER CONCRETE '
1-CITY OF GRAPEVINE Roy R. Grant, P.E.
33o 1-CITY OF COPPELL
The results shovaq on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected.
They are not intended to be indicative of (=ualities of aooarenflv identical oroducts. The use of our name must receive grior written aooroval.