Eckerd's-LR 990209 (3) GEOTECHNICAL ENGINEEKING
· GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive ° Dallas, Texas 75229 ° (214) 352-5433 · Fax (214) 352-6972
REPORT OF MORTAR MIX INSPECTION
Report Date: February. 9, 1999 Date Mortar Placed: February. 1, 1999
Client: NoI'th American Propenies-SW Standard 2"x2'
Project: Eckerds
Coppell, Texas Area 4 Square Inches
Contractor: C.A. Walker Mortar Report No.: 1
Mortar Supplier and Plant: On-Site Project No.: 298-0412
Location of Placement: Wa]Is
INSPECTION DATA
Time Sample Batched: 02:45 pm
Time Sampled: 02:53 pm
Sample Location: Wall - Grid L from 1 to 6; H from 21'9" to 23'4"
Temperature:
Ambient Range: 67 ° F
Mortar Range: 66°F
Weather Condmons: Partly Cloudy
Time Started: 02:00 pm
Time Completed: 04:30 pm
Total Cubic Yards Placed: N/A
Required Strength ~Lbs./sq.m.!: N/A
S~ecl.'cen ~.ge Date Total Load Compressi%e Strengm
Remarks
Numner :Days~ Tested ,Lbs. J iLbs.~Sq.ln.i
ECK 01 7 02:'08/99 8,660 2,160
ECK 02 7 02/08/99 8.040 2,010
ECK 03 7 02/08/99 7,060 1.760
ECK 04 28 03/01/99
ECK 05 28 03/01/99
ECK 06 28 03/01/99
Test Methodn Utdizcfl Fracture Regular
-XSTM C-;09 :Unless Noted t}tl~cr~,-~sc) Cubes Made By: AS
Remarks aod/or Distnbutton:
Mr. John Maggiore - Nnrth American Properties-SW
Mr. Lance Lilly - Richmond Group Architecture & Planning
Mr. Ga~' Stokes - C.A.Walker Construction
Mr. Lar~ Davis - City. of Coppell
Mr. Lee Stone - Cib' of Coppell
All letters a' v wY:
, . nd reports are ~br ihe cxclusi 'e use of the client to -horn they are addressed and shell not he reproduced wit~. the full approval of GEE Conaullants. Inc. The uae of our name must receiv~e our prior
written approval. Our letters and reports .apply oni_v to the sample tested am:i/or inspected and are nm necessarily indicauve of the qu~l~lti~$ of apparently idcraicai or similar products.