Valley R Plaza 2-LR 970506K[EarECHNICAL
E INGINEERING
I NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPORT
OF CONCRETE MIX
INSPECTION
Report Date:
May 6, 1997 Date Concrete Placed: April 3, 1997
Standard 6 "x12"
Client:
N.C. Inc.
Area 28.27 Square Inches
Project:
Valley Ranch Plaza
3,330
Concrete Report No.: 12
Contractor:
N.C. Inc.
28
Project No.: 96 -0295
Concrete Supplier and Plant: Redi- mix / #1 ,
4,250
Location of Placement:
Paving
28
05/01/97
MATERIALS
Source/ SSD Batch wts.
INSPECTION DATA
VRP 48
Description (Lbs /CuYd)
-
Hold
Mix Number:
731
Time Sample Batched:
10:35 am
Fracture Regular
Cylinders Made By: AJA
Time Sampled:
11:25 am
Cement:
6 sk
Sample Location:
Paving (a North section of site to west of new
Fly Ash:
building under construction
Coarse Aggregate:
"Truck /Ticket No:
618/12123
Temperature:
Intermediate Aggregate:
Ambient Range:
83 °F
Fine Aggregate:
Concrete Range:
73 °F
Admixtures:
AEA
Slump Range (inches):
4%"
Weather Conditions:
PartlyCloudy
1
Time Started:
9:30 am
2
Time Completed:
1:00 am
Added Water:
15 gallons
Sample Air Content (%):
4%
Total Cubic Yards Placed:
50
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs. /Sq.ln.)
Remarks
VRP 45
7
04/10/97
94,280
3,330
VRP 46
28
05/01/97
120,060
4,250
VRP 47
4 1 /4"
28
05/01/97
113,200
4,000
VRP 48
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: AJA
ASTM C- 31.0 -39,C -143
(Unless Noted Otherwise)
Remarks and /or Distribution:
cc: Mr. Phil Holder - N.C., Inc., General Contractors
Mr. Ross Floyd - BMH, Inc.
Mr. John T. Evans - John T. Evans Company
Mr. Andy - AECC, Inc.
GM Consultants, Inc.
Reviewed
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of CFE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are not necessarily Indicative of the quantities of apparently identical or similar products.