ST8805-LR 890724Maxim Engineers. Inc.
Engineenng and
Environmental
Consultants
2342 Fabens
P.O. Box 59902
Dallas, Texas 75229
214 247 7575
800 526 2946
General Report
Retort Date
To
Pfolect
IOentiflcat~on
MethOd of Test
Results
Location of Placement ...............
Type of Concrete Used ...............
Time Started
Time Completed
Slump (inches)
Concrete Temperature (°F) .............
Total No. of Test Cylinders Made .........
Total Cubic Yards Placed .............
Strength Re~red (psi/days) ...........
Concrete Supplier .................
Slab at south side of home team
building and footing at east
side of home team building
Mix No. 0464
8:30 a.m.
12:30 p.m.
5 1/2
90
3
96
4000/28
Pioneer Concrete Company,
plant ~29
Technician: J. Rivera 411941
Coppell ISD - Mickey Harper
City of Coppell - Ron Fart
Spaw-Glass ~ion, Inc. - Les Anderson
Spaw-Glass Construction, Inc. - Greg Cc~e~
Maxim Englneerl, inc.
Maxim Engineers. Inc. 2342 Faben.
Engineering and P.O. Box 59902
Environmental Dallas. Texas 75229
Consultants 214 247 7575
Concrete Cylinder Test F:leport
Repot1 Date
To
Projec!
Contractor
Concrete Supplier and Plant
Location of Placement
07/24/89 Sample Date 07/14/89 Standa~ 8" x l Z
/// , Area 28.27 Square inches
Pi~ ~~ ~, pl~t 929, ~ ~726
Materials Source/ SSD Batch Wts.
Description (Lbs./Cu./Yd.) Other Data
Cement
Fty Ash
Coarse Aggregate
Intermediate Aggregate
Fine Aggregate
Admixlures:
1.
2.
Added Water
Time Batched:
Time Sampled:
Ticket No.:
Temperature:
Weather Conditions:
8:36 a.m.
9:30 a.m.
14520
Entrained Air Content
Ambient 80 Concrete 84
Specimen
Number
CHSS 304
305
306
Age
(Days)
7
28
28
Date Tested
07/21/89
(08/11/89)
(08/11/89)
Slump
in.
Total Load
Lbs.
Compressive Strength
5 1/4
140600
4973
Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By:
ASTM C-39 E. Siman
Remarks and/or Distribution
Strength Required
P.S.l./(Jays
4000/28
/ph 411941
Coppell ISD - Mickey Harper
City of Coppell - Rc~ Farr
SHNC, Inc. - Joe (/raddock
Maxim Enqineers, Inc. Reviewed by:
Maxim Engineers. Inc. 2342 Fabens
Engineering and P.O. Box 59902
Environmental Dallas, Texas 75229
Consultants 214 247 7575
Concrete Cylinder Test Report
Report Date
To
Project
Contractor
Concrete Supplier and Plant
07 24 89 Sample Date 06 23 89 /~ ~ Standard 6"x 12"
/ / / / ~~Q _~ ~~ Square inche,~~
o/o i/ YI
Pi~ ~~ ~, pl~ ~1529, ~ ~491M~N°' ~
Location 0t Placement visitor side 10th riser, 150' frc~ north end
Materials Source/ SSD Batch Wts.
Description (Lbs./Cu./Yd.) Other Data
Cement
Fly Ash
Coarse Aggregate
Intermediate Aggregate
Fine Aggregate
Admixtures:
1.
2.
Added Water
10 gallons
Time Batched:
Time Sampled:
Ticket No.:
Temperature:
Weather Conditions:
11:41 a.m.
12:25 p.m.
13861
Ambient
Partly cloudy
Entrained Air Content
Specimen
Number
244
245
246
Age
(Days)
7
28
28
Date Tested
06/30/89
07/21/89
07/21/89
Slump
In.
5
Total Load
Lbs.
136300
167800
155500
Compressive Strength
P.S.I.
4821
5936
5501
Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By:
ASTM C-39 G. McCoy
Remarks and/or Distribution
86 Concrete 92
Strength Required
P.S.I./days
4000/28
/ph 411941
~1 ISD - Mickey ~a~per
City of Coppell - Ron Fart
St-SqC, Inc. - Joe Cruckioc~
Spaw-Glass Cons~on, Inc. - I~s Anderson
Spaw-Glass CEa3struction, Inc. - Greg Cc~an
Maxim Enqineers, Inc. Reviewed by: