Valley R Plaza 2-LR 970508G1 EOTECHNICAL
E I NGINEERING
E I NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPORT OF CONCRETE MIX INSPECTIO
Report Date: May 8, 1997 Date Concrete Placed: April 9, 1997 Standard 6 "x12"
Client: N.C. Inc. Area 28.27 Square Inches
Project: Valley Ranch Plaza Concrete Report No.: 14
Contractor: N.C. Inc. Project No.: 96 -0295
Concrete Supplier and Plant: Redi- mix /#5
Location of Placement: Paving
MATERIALS Source/ SSD Batch Wts. INSPECTION DATA
Description (Lbs /CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
731
6 sk
FA M1
0 gallons
Time Sample Batched:
Time Sampled:
Sample Location:
10:15 am
11:15 am
90' South of North end of Building, 102' Wes
of MacArthur
Truck /Ticket No: 177/59612
Temperature:
Measured
Slump (in.)
Ambient Range:
58 °F
Concrete Range:
54 °F
Slump Range (inches):
7"
Weather Conditions:
Partly Cloudy
Time Started:
9:15 am
Time Completed:
12:45 pm
Sample Air Content (%):
3.5%
Total Cubic Yards Placed:
36
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 53
7
04/16/97
105,600
3,740
VRP 54
28
05/07/97
150,800
5,330
7 „
VRP 55
28
05/07/97
154,060
5,450
VRP 56
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: GK
AS'TM 47- 31,47-39,C -143
(Unless Noted Otherwise)
Rernarks 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 rcifroduced without the full approval of GEE 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.
G I EOTECHNICAL
E I NGINEERING
GEE Consultants, Inc.
L E ]NVIRONMENTAL
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPOR OF CONCRETE MIX INSPECTIO
Report Date: May 8, 1997 Date Concrete Placed: April 8, 1997 Standard 6"x12"
Client: N. C. Inc. Area 28.27 Square Inches
Project: Valley Ranch Plaza Concrete Report No.: 13
Contractor: N. C. Inc. Project No.: 96 -0295.
Concrete Supplier and Plant: Redi- mix /1f 1
Location of Placement: Paving
MATERIALS
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
Source/
Desc ription
SSD Batch tuts. INSPECTION DATA
( LbslCuYd)
Age
(Days)
731
Time Sample Batched:
1:44 pm
Remarks
Time Sampled:
2:30 pm
6 sk
Sample Location:
Driveway into Parking Lot adjacent tc
3,940
Macarthur Blvd. From McdonaldsDrivewa�
Truck/Ticket No:
618/12327
137,780
Temperature:
VRP 51
Ambient Range:
66 °F
05/05/97
Concrete Range:
78 °F
AEA
Slump Range (inches):
514 "
H
Weather Conditions:
Cloudy
Time Started:
1:00 pill
Fracture Regular
Time Completed:
3:45 pin
10 gallons
Sample Air Content (`k):
5%
Total Cubic Yards Placed:
20
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Llrs. /Sq.tn.)
Remarks
VRP 49
7
04/15/97
111,460
3,940
VRP 50
28
05/05/97
137,780
4,870
VRP 51
5N "
28
05/05/97
142,800
5,050
VRP 52
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: GK
ASTM C- 31,C -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 keen and reports are for the exclusive use of the client to whom they are addressed and shall not be r roduced without the full approval of GEE 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.