Huntington-LR 930609® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
a Engineering and Fsvironmental Consultants (214) 247-7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/26/93 Standard 6" X 12"
Area 28.27 Square inches
T~ Centex Real Estate
Project # 0393000705
Protect Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
Location of Placement Alley C, station 2 + 75
MATERIALS ~ ~si
~ a
W S~ L OTHER DATA
n >
~
Mix No.: j'~a Concrete Supplier: On Slte
Cement: Ticket No.: n/a Truck No. : n/a
Fly Ash: a
Time Batched: Il/ Sampled: 10:30 am
Coarse Aggregate: .
o
Temperature (°F) Ambient: 7/ h' Concrete: BOoF
Fine Aggregate: Weather Conditions: Clear
Water Added: n/a gallons Batched: Entrained Air Content (46): 4.5%
Admixtures: (ASTM C-231)
Spedmen Number ASe Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required
(Days) Strength P.S.I. Fracture P.S.1/days
HRP 57 7 06/02/93 2 106200 3756 a 3000/28
58 7 06/02/93 106700 3774
59 28 06/23/93
60 28 06/23/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 AsTM C-39 T, Neely I. Lopez
Remarks and/or Distribution
Unit Weight: 142.5 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. H P 57 (100141)
YAX[I[[ 17~(miFIItS. RIG
® MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 ~ FAX (214) 484-5804
•
CONCRETE CYLINDER 'Z'EST REPORT
Report Date 06/09/93 Sample Date 05/26/93 Standard 6" X 12"
Area 28.27 Square inches
Tn Centex Real Estate
~~.~~ # 0393000705
~~~~ Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
Location of Placement Alley B-1, station 0+44
1 If A •T•L+n T A T ~+
7
lYlA 11GiLlAl Source/ Design SSD BaDrh OAR DATA
..a DesQiption Wts. (Lbs./Cu.Yd.)
Mix No.: jj/a : On Slte
lie
Concrete Supp
Cement: „
s
Ticket No.: 1y a Truck No.: Il/a
Fly Ash: ,., /
Time Batched: 1~/ a Sampled: 2:1 O pm
Coarse Aggregate: Temperature (°F) Ambient 87oF Concrete: BSoF
Fine Aggregate: Weather Conditions: Clear
Water Added: n/a gallons Batched: Entrained Air Content (9f,): 4.5%
Admixtures: (ASTM C-231)
Speamen Number ASe Date Tested Slump In. Total Load Lbs. Compressive
th P
S
I
Stren Type of
Fracture Strength Requtred
P.S.1./days
(Days) .
.
.
g
HRP bl 7 06/02/93 6 98600 3487 a 3000/28
62 7 06/02/93 101700 3597
63 28 06/23/93
64 28 06/23/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 T. Neely I. Lopez
Remarks and/or Distribution
Unit Weight: 146.1 lbs./cf
Reason for excessive slump -hand pour -superintendent was notified.
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the diem addressed. The use of our company name must receive our prior written consent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. n H P 1 (100141)
eulm[ 1•N~ts. urc
® MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
~ Engineering and Environmental Consultants (214) 247-7575 ~ FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/26/93 Standard 6' X 12"
Area 28.27 Square inches
TO Centex Real Estate
Project # 0393000705
~ojea Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Location of Placement Alley B-1, station 6+50
LS
TE d
Wu~ ( OTI-IER DATA
i~u B
l~u >. Description Lbs/Cu.Y
Mbc No.: j]/a r: On Slte
Concrete Supplie
Cement: /
Ticket No.: lad a Truck No. : rl/a
Fly Ash: „ ~
Time Batched: i y a Sampled: 3 :45 pm
Coarse Aggregate: Temperature (°F) Ambient: 87°F Concrete: 88°F
Fine Aggregate: Weather Conditions: Clear
Water Aaded: n/a gallons Batched: Entrained Air Content (96): 4.5%
Admixtures: (ASTM C-231)
Spedmen Number Age Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required
(pays) Strength P.S.I. Fracture P.S.f/days
HRP 65 7 06/02/93 6 102400 3622 ~ 3000/28
66 7 06/02/93 101400 3586
67 28 06/23/93
68 28 06/23/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump AsTM C-143 AsTM C-39 T. Neely I. Lopez
Remarks and/or Distribution
Unit Weight: 145.3 lbs./cf
Reason for excessive slump -hand pour -superintendent was notified.
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our rnmpany name must receive our prior written consent This reportapplies only to the saHItP65 sl 0142
does not necessarily representidentical or similar samples. RP ( )
YA7(~ll HiCA~IFIIiS, ING
® MAXIM ENGINEERS, INC. 23x2 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engineering and Environmental Consultartts (214) 247-7575 • FAX (214) 484-5804
•
CONCRETE CYLINDER 'T'EST REPORT
Report Date 06/09/93 Sample Date 05/27/93 ~ ad28.27~ guars inches
T° Centex Real Estate
Pr°ie~ # 0393000705
~°;~ Huntington Ridge -Paving -Coppell, Texas
c°n~a°t°r Mario Sinacola
Location of Placement paving at KinQridQe, station 3+00
MATERIALS ~
~
p ~' ~i~ ° ~ ~; 01'HER DATA
n
De
sa
i
Mix No.: j']/a Concrete Supplier. On Slte
Cement:
Ticket No.: n/a
Truck No.: ~, /
l.y a
Fly Ash: Time Batched: CoritinoliS Sampled: 8:30 am
Coarse Aggregate: °
Temperature (°F) Ambient: 65 F
concrete: 79°F
Fine Aggregate: Weather Conditions: Clear
Water Addea: 0 gallons Batched: Entrained Air Content (9f,): 3.$%
Admixtures: (ASTM C-231)
Speamen Number ASe Date Tested Slump In. Total Load Lbs. Compressive
Strength P.S.I. Type of
Fracture Strength Requued
P.S.I/days
(Days)
HRP 69 7 06/03/93 2 102300 3618 a 3000/28
70 7 06/03/93 104600 3699 a
71 28 06/24/93
72 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 AsTM C-39 1. Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 149.4 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the diem addressed. The use of our mmpany name must receive our prior written rnnsent. This report applies only to the saNRP69 (100144)
does not necessarily representidentical or similar samples. ~ -
YA7®[ IIuat~s, mrc
® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
~ Engineering and Environmental Consultants (214) 247-7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square inches
T° Centex Real Estate
Project # 0393000705
Pr°~ Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Location of Placement Paving at KinRrid~e, station 5+00 ~I
MATERIALS Sonrce/ Design ssD Batch OTI~R DATA ___
Description WCs. (Lhs./Cu.Yd.)
Mix No.: j]/$ Conaete Supplier: On Slte
Cement:
Ticket No.: n/a ,, /
Truck No.: jy a
Fly Ash: Time satchea: Contlnous Sampled: 9:35 am
Coarse Aggregate: Temperature (°F) Ambient: 66°F ConQete: 80°F
Fine Aggregate: weather conditions: Clear and calm
Water Added: 0 gallons Batched: Entrained Air Content (4G): 3.8%
Admixtures: (ASTM C-231)
Specimen Number ~e Date Tes[ed Slump In. Total Load Lbs. Compressive
I
Stren
th P
S Type of
Fracture Strength Required
P.S.I/days
(Days) .
g
.
.
HRP 73 7 Ob/03/93 1 3/4 103800 3671 ~ 3000/28
74 7 06/03/93 106800 3777 a
75 28 06/24/93
76 28 Ob/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 J, Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 148.6 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our mmpany name must receive our prior written mnsent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. H p 73 (100143)
Ll1X0[ Hd(~itIItS. INC
® MAXIM ENGINEERS, INC. 2342 Fabena • P.O. Box 59902 ~ Dallas, TX 75229
~ Engineering and Environmental Gortaultartta (214) 247-7575 ~ FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 sample Date 05/27/93 Standard ti" X 12'
Area 28.27 Square inches
T~ Centex Real Estate
Project # 0393000705
~~.~~ Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
London of Placement paving at Kingridge, station 7+25
MATERIALS m'p ~'~~;
u Y~ OTHER DATA
D
n ~
Mix No.: ~a r: On Slte
Concrete Supplie
Cement: /
Ticket No.: rya
Truck No.: ., /
lr7 a
Fly Ash: tlllollS Sampled:
n
Time Batched: CO 10:20 am
Coarse Aggregate: .~
o
Temperature (°F~ Ambient 6 / F Concrete: BOoF'
Fine Aggregate: Weather Conditions: Clear and Calm
Water Added: O gallollS Batched: Entrained Air Content (4f,): 4.O%
Admixtures: (ASTM C-231)
Specimen Number ~e Date Tested Slump In. Total Load Lbs. Compressive
I
Strength P
S Type of
Fracture Strength Requved
P.S.IJdays
(Days) .
.
.
HRP 77 7 06/03/93 1 3/4 100200 3544 ~ 3000/28
78 7 06/03/93 103600 3664
79 28 06/24/93
80 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump AsTM C-143 ASTM C-39 J. Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 149.8 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Ss.._--
This report is for the sole use of the client addressed. The use of our company name must receive our prior written mnsent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. H p 77 (100145)
1fA7~[ IIi®iF}RS. 1NC
® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
~ Engineering and Environmental Consultants (214) 247-7575 • FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square incLes
TO Centex Real Estate
Project # 0393000705
Pr°~~ Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
Location of Placement paving at Diamond Ridge, station 24+00
Source/
MATERIALS Design SSD Batch --_
OAR DATA
Desviption Wts. (Lbs./Cu.Yd.)
Mix No.: n/a ConQete Supplier: On Slte
Cement:
Ticket No.: n/a „ ~
Truck No.: ia~ a
Fly Ash: Time Batched: Continous Sampled: 11:50 am
Coarse Aggregate: Temperature (°F) Ambient: 8O°F ConQete: 84°F
Fine Aggregate: Weather Conditions: Clear
Water Added: 0 gallons Batched: Entrained Air Content (ve): 3.6%
Admixtures: (ASTM C-231)
Specimen Number ASe Date Tested Slump In. Total Load Lbs. Compressive
Stren
th P
S
I Type of
Fracture Strength Requved
P.S.I./days
(Days) g
.
.
.
HRP 81 7 06/03/93 1 1/2 105700 3738 ~ 3000/28
82 7 06/03/93 104800 3707 a
83 28 06/24/93
84 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump AsTM C-143 ASTM C-39 ,T. Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 149.0 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Camp bell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written mnsent. This re port applies only to the sampple tested, and
HRP81 (100146)
does not necessarily representidenrical or similar samples.
uxrn sn~rxc rwr n ` ~ ~ /~
~ / 1 /ny/ ~ / V V
® MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
~ Engineering and Environmerttal Consukants (214) 247-7575 ~ FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square inches
T° Centex Real Estate
~°~~ # 0393000705
~°~~ Huntington Ridge -Paving -Coppell, Texas
contrast°r Mario Sinacola
Location of Placement paving at Diamond Ridge, station 20+50
MATERIALS sQ~P ~' ~i
~ d
~s
; OTI-~R DATA
n
De >
.
~
Mix No.: j]/a Concrete Supplier: On Slte
Cement: Ticket No.: n/a Truck No. : n/a
Fly Ash: Time Batched: ContinoUS Sampled: 1:50 pm
Coarse Aggregate: Temperature (°F) Ambient: 82°F Concrete: 84°F
Fine Aggregate: Weather Conditions: Clear
Water Added: 0 gallons Batched: Entrained Air Content (9b): 3.4%
Admixtures: (ASTM C-231)
Specimen Number ~e Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required
(Days) Strength P.S.I. Fracture P.S.1/days
HRP 85 7 06/03/93 2 1/2 99700 3526 ~ 3000/28
86 7 Ob/03/93 102200 3615
87 28 06/24/93
88 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 J, Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 149.8 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written mnsent. This reportapplies only to the sample tested, and
does not necessarily representidentical or similar samples. Hp 85 (100147}
YAYa[ PNCC~ICS, I[iG
® MAXIM ENGINEERS, INC. 2342 Febens ~ P.O. Box 59902 ~ Ddlas, TX 75229
~ Engirteering end F_rivironmerttal Consultants (214) 247-7575 ~ FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square inches
T° Centex Real Estate
Pr°,ect ~ 0393000705
~°.~ Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Location of Placement paving at Diamond Ridge, station 18+50
MATERIALS ~'
~ ~ Ya
~` ~L~~ OTI~R DATA --
p
iron
D C
Mix No.: l~ a r: On Slte
ConQete Supplie
Cement: /
Ticket No.: lr/ a „ /
Truck No.: 1~ a
Fly Ash: Time Batched: CoritmouS Sampled: 2:45 pm
Coarse Aggregate: Temperature (°F) Ambient: 83°F Concrete: 85°F
Fine Aggregate: Weather Conditions: Clear
Water Added: O gallons Batched: Entrained Air Content (96): 3.8%
Admixtures: (ASTM C-231)
Speamen Number Abe Date Tested Slump In. Total Load Lbs. Compressive
Stren
th P
S
I Type of
Fracture Strength Required
P.S.1/days
(Days) g
.
.
.
HRP 89 7 06/03/93 2 94200 3332 ~ 3000/28
90 7 06/03/93 94700 3349
91 28 06/24/93
92 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 J. Rivera I. Lopez
Remarks and/or Distribution
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the dient addressed. The use of our rnmpany name must receive our prior written mnsent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. J ~^ H p 89 (100151)
Guam[ pmts. me ~~~JrJ1 `t
® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
~ Engineering and Errvironmental Consultants (214) 247-7575 • FAX (214) 4845804
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square inches
TO Centex Real Estate
Protect # 0393000705
Protect Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
Location of Placement Paving at Diamond Ridge, station 16+00
MA'T'ERIALS AP Wl (
d OTHER DATA - -
n
D Lbs./Cu.Y
Mix No.: j~a r: On Slte
lie
Concrete Supp
Cement: „
~
Ticket No.: ia/ a Truck No. : Il/a
Fly Ash: Time Batched: COritlrioUS Sampled: 3:40 pm
Coarse Aggregate: Temperature (°F) Ambient: 83°F concrete: 86°F
Fine Aggregate: Weather Conditions: Clear
Water Added: 0 gallons Batched: Entrained Air Content (46): 4.0%
Admixtures: (ASTM C-231)
Specimen Number ~e Date Tested Slump In. Total Load Lbs. Compressive
Stren
th P
S
I Type of
Fracture Strength Required
P.S.1./days
(Days) .
.
.
g
HRP 93 7 06/03/93 2 102700 3632 ~ 3000/28
94 7 Ob/03/93 100300 3547
95 28 06/24/93
96 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 J. Rivera I. Lopez
Remarks and/or Distribution
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our rnmpany name must receive our prior written mnsent. This report applies only to the sample tested, and
does not necessarily representidentical or similar samples. ~ HP 3 (100150)
YA7t0~ FNCA~Y]LS. n~G
® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
Engirteerirtq and ErnironmenteJ Consuitattts (214) 247-7575 • FAX (214) 484-5804
•
CONCRETE CYLINDER TEST REPORT
Report Date 06/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 25.27 square inches
T~ Centex Real Estate
~~~~ # 0393000705
Pr~~ Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Location of Placement Paving at Diamond Ridge, station 14+00
Source/ Design SSD Batch
MATERIALS
OTHER DATA
Des~r;ption Wts. (Lbs/Cu.Yd.)
Mix No.: ]]/$ r: On site
Concrete Supplie
Cement: /
Ticket No.: 1~ a Truck No.: a~ a
Fly Ash: Time Batched: Continous Sampled: 4:15 pm
Coarse Aggregate: Temperature (°F) Ambient: 84oF' Concrete: 85oF'
Fine Aggregate: Weather Conditions: Partly ClOUdy
Water Added: O gallOllS Batched: Entrained Air Content (96): 3.8%
Admixtures: (ASTM C-231)
Spedmen Number ASe Date Tested Slump In. Total Load Lbs. Compressive
S
I
Strength P Type of
Fracture Strength Requrred
P.S.1/days
(Days) .
.
.
HRP 97 7 06/03/93 2 1/4 103700 3668 ~ 3000/28
98 7 06/03/93 101200 3579 a
99 28 Ob/24/93
100 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 AsTM C-39 J, Rivera I. Lopez
Remarks and/or Distribution
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our mmpany Warne must receive our prior written mnsent. This reportapplies only to the saHRP97 (1 0149)
does not necessarily representidentical or similar samples. ( ~.,^~,
® MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 • Dallas. TX 75229
~ Engin••ring and Environmental Consultants (214) 247-7575 • FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Date Ob/09/93 Sample Date 05/27/93 Standard 6" X 12"
Area 28.27 Square inches
TO Centex Real Estate
Project # 0393000705
Project Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Location of Placement Paving at Diamond Ridge, station 12+00
~A'~'~RTAT
S
s
p
d
W' (
OTI~R DATA _ -
j•u 11 ~u~ ~ ' c
n
De Lbs/Cu.Y
Mix No.: j'1/a r: On Slte
Concrete Supp
lie
Cement: „
~
Ticket No.: ia/ a Truck No. : Tl/a
Fly Ash: Time Batched: CoritllloUS Sampled: 5:00 pm
Coarse Aggregate: Temperature (°F) Ambient: 84°F ConQete: 86°F
Fine Aggregate: Weather Conditions: Partly C10Udy
Water Added: 0 ga110I1S Batched: Entrained Air Content (46): 4.3%
Admixtures: (ASTM C-231)
Specimen Number ASe Date Tested Slump In. Total Load Lbs. Compressive Type of Strength Required
(pays) Strength P.S.I. Fracture P.S.i./days
HRP 101 7 06/03/93 2 1/2 95900 3392 a 3000/28
102 7 06/03/93 100000 3537 a
103 28 06/24/93
104 28 06/24/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 J. Rivera I. Lopez
Remarks and/or Distribution
Unit Weight: 148.6 lbs./cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our mmpany name must receive our prior written rnnsent. This report applies only to the sampple tested, and
does not necessarily representidentical or similar samples. HRP101 (100148)
~~l,1;11 ~.~7.,t i.I~7'+'~I„M
® MAXIM ENGINEERS, INC. 2342 Fabens ~ P.O. Box 59902 ~ Dallas, TX 75229
~ Engineering and F_rtvironmental Consultants (214) 247-7575 ~ FAX {214) 484-5804
CONCRETE CYLINDER TEST REPORT
Report Dace 06 09/93 Sample Date 05/28/93 standard 6" X 12"
/ Area 28.27 Square inches
T~ Centex Real Estate
Pro~e~t # 0393000705
~~.~~ Huntington Ridge -Paving -Coppell, Texas
Contractor Mario Sinacola
Lntation of Placement Paving at Diamond Ridge, station 8+25
MATER1Ai S ~°°rre/ Design sSD Bates OAR DATA
Description Wts. (Lbs./Cu.Yd.)
Mix No.: j~a r: On Slte
lie
Concrete Supp
Cement: ,.
/
Ticket No.: ly a
Truck No.: „ ~
ai/ a
Flv Ash: Time Batched: COnt>.nous Sampled: 8:30 am
Coarse Aggregate: Temperature (°F) Ambient: 70~F Concrete: 80~F
Fine Aggregate: Weather Conditions: Cloudy
Water Added: 0 gallons Batched: Entrained Air Content (46): 4.0%
Admixtures: (ASTM C-231)
Spedmen Number ASe Date Tested Slump In. Total Load Lbs. Compressive
Strength P.S.I. Type of
Fracture Strength Required
P.S.I./days
(Days)
HRP 109 7 06/04/93 1 3/4 122500 4332 ~ 3000/28
110 7 06/04/93 123000 4350
111 28 06/25/93
112 28 06/25/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump AsTM C-143 AsTM c-39 J. Rivera/B. Shepard I. Lopez
Remarks and/or Distriburion
Unit Weight: 149.4 lbs/cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written mnsent. This reportapplies only to the sampple tested, and
does not necessarily representidentical or similar samples. HRP109 (100152}
v-rn F7Jr9NRFR4 tWr'
MAXIM ENGINEERS, INC. 2342 Fabens • P.O. Box 59902 ~ Dallas, TX 75229
Engineering and Environmental Consultants (214) 247-7575 ~ FAX (214) 484-5804
•
CONCRETE CYLINDER 'TEST REPORT
Report Date 06/09/93 Sample Date 05/28/93 Area 28 27~Square inches
T° Centex Real Estate
Protect # 0393000705
P~~n Huntington Ridge -Paving -Coppell, Texas
contractor Mario Sinacola
London of Placement Paving at Diamond Ridge, station 5+50
MATERIALS ~~P Wl ( OAR DATA
n
D Lbs/Cu.Yd.)
Mix No.: j]/a r: On Slte
lie
ConQete Supp
Cement: „
~
Ticket No.: iy a Truck No.: Tl/a
Fty Ash: Time Batdted: ContlnOllS Sampled: 9:00 am
Coarse Aggregate: Temperature (°F~ Ambient: 75°F ConQete: 80°F
Fine Aggregate: Weather Conditions: Cloudy
Water Added: 0 gallons Batched: Entrained Air Content (4b): 4.5%
Admnttures: (ASTM C-231)
Sperimen Number Abe Date Tested Slump In. Total Load Lbs. Compressive
Strength P.S.I. Type of
Fracture Strength Required
P.S.I./days
(Days)
HRP 113 7 06/04/93 2 116700 4127 ~ 3000/28
114 7 06/04/93 114000 4032
115 28 06/25/93
116 28 06/25/93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 asrM c-39 J. Rivera/B. Shepard I. Lopez
Remarks and/or Distribution
Unit Weight: 151.8 lbs/cf
/bk
Centex Real Estate Corporation -Derek Earle, P. E.
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr.
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sampple tested, and
does not necessarily representidentinl or similar samples. HRP113 (100153}
11AX0[ D~!(;aiFIIiS. ING