Valley R Plaza 2-LR 970602EOTECHNICAL
ENGINEERING GEE Consultants, Inc.
L EJNVIRONMENTAL
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:
Locat of Placement:
June 2, 1997
N.C. Inc.
Valley Ranch Plaza
N.C. Inc.
Redi- Mix / #4
Paving
Date Concrete Placed: May 6, 1997
Standard 6 "xl2"
Area 28.27 Square Inches
Concrete Report No.: 23
Project No.: 96 -0295
MATERIALS
`mirce/
`SD Rath Wis. INSPECTION DATA
VRP 93
Description
(Lbs /CuYd)
103,940
Mix Number:
731
Time Sample Batched:
09:42 am
Cement:
6 A
Time Sampled:
10:40 am
VRP 95
Sample Location:
20' W & 125' S. of N.E. corner of buildin)
Fly Ash:
Truck /Ticket No:
151/51800
Coarse Aggregate:
Temperature:
Hold
Intermediate Aggregate:
Ambient Range:
68 °F
Fracture Regular
Cylinders Made By: SP
Concrete Range:
79 "F
Fine Aggregate:
Slump Range (inches):
614
Admixtures:
Weather Conditions:
Cloudy
I
AEA
Time Started:
10:00 am
2
Time Completed:
12:05 pill
Sample Air Content (40):
4
Added Water:
None
Total Cubic Yards Placed:
30
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slunnp(in.)
Age
(Days)
Date
Tested
Total Load
(l.bs.l
Compressive Strength
Mrs. /S(l .h1.)
Remarks
VRP 93
7
05/27/97
103,940
3,680
VRP 94
28
06/17/97
VRP 95
6 3 /4 "
28
06/17/97
VRP 96
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: SP
ASTM C- 31.-39.0 -143
C
(Unless Noied 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 by,
All letters and reports are for the exclusive use of the client to whom they are addressed and shalt not be repn aced without rite full approval (it GFF ('onsuhrants. loc. I lie use of our lane must receive
our prior written approval. Our letters and reports apply only to the sample rested and /or inspected and are tar necessarily indicative of the quantities of algnarendy identical or similar products.
EOTECHNICAL
C NGINEERING GEE Consultants, Inc.
E I NVIRONMENTAL
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPORT OF CONCRETE MIX INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
Location of Placement:
MATERIALS
June 2, 1997
N.C. Inc.
Valley Ranch Plaza
N.C. Inc.
Redi- Mix /# 10
Paving
Date Concrete Placed: May 2, 1997
Sllll rce: Stirs Balch wt'.
Description (Lim/170
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 22
Project No.: 96 -0295
INSPECTION DATA
Mix Number:
731
Time Sample Batched:
Cement:
6 sk
Time Sampled:
Remarks
VRP 85
Sample Location:
Fly Ash:
05/09/97
97,880
Coarse Aggregate:
I ntck /TAcket No:
Intermediate Aggregate:
28
TenlpeYature:
129,340
4,570
Ambient Range:
Fine Aggregate:
8"
Concrete Range:
Admixtures:
127,700
Slump Range (inches):
I
AEA
Weather Conditions:
2
Hold
'Pirtle Started:
Added Water:
0 gallons
Time Completed:
sample Air Content
Fracture Regular
Cylinders Made By: SP
Total Cubic Yards Placed:
(Unless Noted Otherwise)
Required Strength (Lbs. /sq.in.):
100) alll
11:00 am
60' North & 5' West of Southwest Corner o
Building, East of pavement
192/6121
84 °F
81 °F
8 "
Clear
9:15 am
12:00 pin
2%
40
4,000 psi
specimen
Number
Measured
Slump (ill.)
Age
(DaysI
Date
I"tell
Total Load
(Lbs.)
Compressive Strength
(I,bsJSq.ln.l
Remarks
VRP 85
7
05/09/97
97,880
3,460
VRP 86
28
05/30/97
129,340
4,570
VRP 87
8"
28
05/30/97
127,700
4,520
VRP 88
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: SP
ASTM C- 31.0 -39.0 -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 by,
/ r
All letters and reports are for the exclusive use of the client to whom they are addressed antl shall txn be reprtaluced without the till approval of GFE Consultants. he. "I'he use of our acme must receive
our prior written approval. Our letters and reports apply only to the sample tested and /or inspected mal are tan t+rcessarily hidicadve of tilt: quantities of apparently identical or similar products.
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 INSPECTION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant
Location of Placement:
June 2, 1997
N.C. Inc.
Valley Ranch Plaza
N.C. Inc.
Redi -Mix /# I
Paving
Date Concrete Placed: April 30, 1997
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 21
Project No.: 96 -0295
MATERIALS
SO
Description
ssD nalch Wis INSPECTION DATA
(Lbs /CuYd)
Date
' rested
Mix Number:
731
Time Sample Batched:
9:50 am
Cement:
6 sk
Time Sampled:
10:45 am
3,810
Sample Location:
20' South of second island from North
Fly Ash:
05/28/97
'Tnlck /Ticket No:
163/13413
Coarse Aggregate:
VRP 83
Tenlpervure:
28
Intermediate Aggregate:
126,760
Ambient Range:
90 "F
Fine Aggregate:
Concrete Range:
80eF
Slump Range (inches):
5'/e"
Admixtures:
Cylinders Matte By: SP
Weather Conditions:
Clear
1
AEA
Time Started:
9:45 am
2
Time Completed:
12:15 pin
Added Water:
lO gallons
Sample
Sample Air Content ( %):
3.5%
Cubic Yards Placed:
40
Required Strength (Lbs. /sq.in.):
4,0(X) psi
Specimen
Number
Measured
slum m.)
P (�
Age
(Days)
Y
Date
' rested
Total Load
(Lbs.)
Compressive strength
(Lhs. /sq.ln.)
Remarks
VRP 81
7
05/07/97
107,740
3,810
VRP 82
28
05/28/97
124,460
4,400
VRP 83
5
28
05/28/97
126,760
4,480
VRP 84
H
Hold
Test Methods Utilized
ASTM C- 31,C -39,C -143
Fracture Regular
(Unless Noted Orlwrwise)
Cylinders Matte By: SP
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.
GUS Coneultanta, Inc.
Reviewed by
All letters and reports are for the exclusive use of tlx client to wbntn they are addressed and shall not Ix r prrxtured without Me full approval ul' GEE Cnnsuhants, Inc. The use of our nanx must receive
our prior written approval. Our levers and reports aignly only to the sample tested and /or Inspected and arc -t necessarily itdicative of [lie quantities of apparently identical or similar products.
G1 EOTECHNICAL
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:
June 2, 1997
Client:
N.C. Inc.
Project:
Valley Ranch Plaza
Contractor:
N.C. Inc.
Concrete Supplier and Plant:
Redi- Mix /1#10
Location of Placement:
Paving
MATERIALS
Date Concrete Placed: April 29, 1997
Source / SSI) Batch Wts.
Description (Lbs /CuYd)
Standard 6 "x12"
Area 28.27 Square Inches
Concrete Report No.: 20
Project No.: 96 -0295
INSPECTION DATA
Mix Number:
731
Cement:
6 sk
Fly Ash:
75 °F
Coarse Aggregate:
8"
Intermediate Aggregate:
Clear
Fine Aggregate:
9:45 am
Admixtures:
12:45 pm
1
AEA
2
60
Added Water:
0 gallons
Time Sample Batched: 10:31 am
Time Sampled: 11:40 am
Sample Location: Paving@ Northwestcomerof site, 150' Wes
of McDonalds
"Truck /Ticket No: 104/5933
Te nlpe)ratu re :
Measured
Slump (in.)
Ambient Range:
84 °F
Concrete Range:
75 °F
Slump Range (inches):
8"
Weather Conditions:
Clear
Time Started:
9:45 am
Time Completed:
12:45 pm
Sample Air Content (%):
3%
Total Cubic Yards Placed:
60
Required Strength (Lbs. /sq.in.):
4,000 psi
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Dale
Tcstcd
Total Ltund
(Lbs.)
Cumpressive Strength
(Lbs. /tiq.ln.)
Remarks
VRP 77
7
05/06/97
1 15,400
4,080
VRP 78
28
05/27/97
145,020
5,130
VRP 79
8"
28
05/27/97
143,560
5,080
VRP 80
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.
GM Consultants, III Reviewed by,
All letters and reports are for the exclusive use of the client to wham they are addressed and shall tvs Ix reI nl xluced without rile full approval of GEE Consultants, tic. 'rlle use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested an dior inspected and are not mccssarily indicative of fire quantities of apparauly identical or similar products.