Riverside Church-LR 940623 ~'qGIN~, ~,'C.
FIELD REPORT OF CONCRETE MIX INSPECTION AND TESTS
REPORT NO. 940453 DATE OF PLACEMENT: 6/2.3/94
PROJECT NO. 43 = 1069=94 PROJECT NAME: Riverside Church of Christ
CUENT NO. 74767500 CUENT NAME: Riverside Church of Christ
CONTRACTOR: Jo~cs-B[/ic
CONCRETE SUPPLIER:
PLACEMENT LOCATION:
MIX DESIGN INFORMATION
Design Strenglh: _X_. Compressive Flexural 3000 psi at 28 days
Cement Factor: sacks/cubic yard Design Mix No. 8203
MATERIALS USED: SSD WEIGHT & QUANTITIES / CU. YD.
° Cement/Fly Ash: lbs.
* Fine Aggregate: lbs.
* Coarse Aggregate: lbs.
* Admixture: /yard
* Admixture: /yard
Total Water: 9allons
Water/Cement Ratio: gallons/sack Slump (Design): 4"
* As reported by batch plant.
PLACEMENT INFORMATION
Air Content: 5.0 % Temperature: 92° Ambient/94° Concrete
Concrete Placed: 30 cubic yards Weather: Partly cloudy
Placement Time: Started: ]2:03 pm __ Stopped: ] :39 pm __
Cylinders Made: 4 Time Sampled:
CYLINDER ACTUAL TOTAL COMP./FLEX.
OR BEAM AGE OATE SLUMP LOAD STRENGTH LOCATiON/REMARKS
MARK (DAYS) TESTED (inches) (pounds) (psi)
I - I 7 06/30/94 4.0 84,070 2,970
1-2 28 07/21/94 4.0
I-3 28 07/21/94 4.0__. Aver_age 28 days -
1-4 Hold Hold 4.0
Technician: Tracv Morgan / ..
Time: Started: 11:30 am Stopped: 2:00 pm
REPORT OF IN-PLACE DENSITY TESTS I'"BC
474?. Irving Boulevard, Su::¢ 206
Dallas, Texas 7524~
Client: Riverside Church of Christ Date: 06/23/94
Coppell, Texas Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940449
Client No. 74767500
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Require_m~nt
M/D No. Material Description % (PCF) '-Moisture Density
1 Medium tan clay 23.2 96.4 at or about 92%
2 Dark gray clay 21.0 100.3 at or about 92°/6
Field Test Method: ASTM D-2922 / D-3017
FIELD DENSITY TEST
MID Moisture Dry Density Density
Test No. Test Location No. % (PCF) __ %
Location: Grade Beam, Backfill
1 South side, final 2 18.4 98.7 98.4
2 West side, final 2 17.0 101.7 101.3
3 North side, final 1 21.4 89.3 92.6
Complies except where noted (*).
Technician: Dennis Taylor
Start: 11:00 am Stop: 12:30pm
HBC ENGINEERING, INC.
Report Distribution:
(1) Riverside Church of Christ ~i~
(2) Jones-Buie Construction
(1) Urban Architecture .
(1) City of Coppell
302KG Th.$ repc~ is exclusively f=-r '.Ce use of the Cllen! indlcat, e-3 above anc stla'l r,o! be reproduced exceD! ir- fuU w,fl'cu! lhe Written aFproval cf HEC Engineeqng. !nc.