Valley R Plaza 2-LR 970519EOTECHNICAL
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
INSPECTION
Cement: 6 sk
Report Date:
May 19, 1997 Date Concrete Placed: April 18, 1997
Standard 6 "xl2"
Client:
N.C. Inc.
Fly Ash:
Area 28.27 Square Inches
Project:
Valley Ranch Plaza
Tempekture:
Concrete Report No.: 18
Contractor:
N.C. Inc.
86 °F
Project No.: 96 -0295
Concrete Supplier and Plant: Redi- Mix / #5
76 °F
Fine Aggregate:
Location of Placement:
Paving
Admixtures:
Weather Conditions:
MATERIALS
Source/ SSD Batch Wis.
INSPECTION DATA
10:00 am
2
Description (Lbs/CuYd)
1:45 pm
4,670
Mix Number: 731
Time Sample Batched:
11:05 am
Cement: 6 sk
Time Sampled:
12:00 pin
Remarks
Sample Location:
NW corner of site 200' W of McDonald's
Fly Ash:
Tnick /Ticket No:
181/50232
Coarse Aggregate:
Tempekture:
VRP 70
Intermediate Aggregate:
Ambient Range:
86 °F
130,720
Concrete Range:
76 °F
Fine Aggregate:
Slump Range (incites):
5"
Admixtures:
Weather Conditions:
Partly cloudy
1 AEA
'Tiine Started:
10:00 am
2
'Time Completed:
1:45 pm
4,670
Sample Air Content (f):
3%
Added Water: 0 gallons
g
Total Cubic Yards Placed:
40
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs. /Sq.In.)
Remarks
VRP 69
7
04/25/97
96,620
3,420
VRP 70
28
05/16/97
130,720
4,620
5 „
VRP 71
28
05/16/97
132,140
4,670
VRP 72
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: AJA
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.
1385 Consultants, Inc.
Reviewed by,
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not he repr uced without the full approval of GEE Consultants, Inc. The use of our tame 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.
G1 EOrECHNICAL
E I NGINEERING
E I NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352 -5433 • Fax (214) 352 -6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
Location of Placement:
May 19, 1997
N.C. Inc.
Valley Ranch Plaza
N.C. Inc.
Redi -Mix /f/ 1
Paving
Date Concrete Placed: April 16, 1997
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 17
Project No.: 96 -0295
MATERIALS Source/ SSD Batch, Wis. INSPECTION DATA
Description (Lbs /CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
1
2
Added Water:
731 Time Sample Batched:
12:02 pm
6 Sk Time Sampled:
1:05 pm
Sample Location:
10' West & 27' East of center island (by road)
Truck /Ticket No:
192/12800
Temperaidre:
7
Ambient Range:
68 °F
Concrete Range:
66 °F
Slump Range (Inches):
7"
Weather Conditions:
Clear
Time Started:
10:30 am
Time Completed:
1:45 pm
Sample Air Content (3'0):
5 gallons
4%
Total Cubic Yards Placed:
29
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs. /Sq.In.)
Remarks
VRP 65
7
04/23/97
104,280
3,690
VRP 66
7
04/23/97
91,280
3,230
VRP 67
7"
28
05/14/97
121,380
4,290
VRP 68
28
05/14/97
135,700
4,800
Teat Methods Utilized
ASTM (7-31,C-39,C-143
Fracture Regular
(Unless Note) Otherwise)
Cylinders Made By: DF
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.
OM Consultants, Inc.
Reviewed by,
_. --- 7k - --
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 GEE Consultants, Inc. The use of our carne must receive
our prior written approval. Our letters and reports apply only to the sample tested andlor inspected and are not necessarily indicative of the quantities of apparently identical or similar products.