Riverview Estates-LR 970820ALPHA TESTING, Ik. ~.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-49
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 10+00 OF
GLADE POINT
DATE PLACED 08/20/97
TIME 1 5: 0 0
SLUMP (ASTM C-143) 2 · 5
AIR CONTENT (ASTM C-231 [~W6R C-173 [])5.7 5
AIR TEMPERATURE 9 9
CONCRETE TEMPERATURE 9 5
DATE RECEIVED 08 / 21 / 97
FIELD DATA SUBMITTED BY J, S.
MIX DATA SUBMITTED BY ON-S ITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ESTATES
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
~B TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
33 LAB 08/27/97 7 ~1,357 28.27 3,230
34 LAB 09/17/97 28 28.27 *
35 LAB 09/17/97 28 28.27 *
36 LAB 09/17/97 28 112,654 28.27 3,990
Specifications 28 3,600
* DESTROYED ON-SITE
COMPUDATA-CG01083-34
REMARKS
nders made by ALPHA
representative.
[] Cylinders ma,de by Architect's
or Contractors representative.
[~a~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions t.e. st results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, Il,.,.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-54
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+00 OF
GLADE
POINT DRIVE
DATE PLACED 08/20/97
TIME 13: 00
SLUMP (ASTM C-143) 1.75
AIR CONTENT (ASTM C-231 ~OR C-173 C])5 · 2 5
AIR TEMPERATURE 9 2
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 0 8 / 2 1 / 9 7
FIELD DATA SUBMI'I-I'ED BY J · S ·
MIX DATA SUBMI'I-I'ED BY , ON-S ITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [2~OOR C-1231 []
PLANT ON-S ITE
DELIVER TICKET NO N/A
M~X PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
89 LAB 08/27/97 7 91,267 28.27 3,230
90 LAB 09/17/97 28 104,034 28.27 3,680
91 LAB 09/17/97 28 104,882 28.27 3,710
9 2 LAB HOLD H
Specifications 2 8 3, 0 0 0
COMPUDATA-CG01083-34
REMARKS
[~'ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[_~Ca~lCa~olinders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
[~ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
ALPHA TESTING, It
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE Of ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-46
OUR REPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 5+50 OF
ALLEY B
DATE PLACED 08/2 0 / 9 7
TIME 08 .' 10
SLUMP (ASTM C-143) 2.2 5
AIR CONTENT (ASTM C-231 [~R C-173 r~)5.50
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 0 8 / 21 / 9 7
FIELD DATA SUBMIt-rED BY J · S ·
MIX DATA SUBMITTED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREC-~TE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
21 LAB ~8/27/97 7 93,341 28.27 3,300
22 LAB ~9/17/97 28 113,367 28.27 4,010
23 LAB ~9/17/97 28 113,130 28.27 4,000
24 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~,'~nders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
inders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
t~Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
AL~IW~[ TESI~NG, I1~'~. -
PAT STETTNER
ALPHA TESTING, IF. .
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-47
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 6+00 OF
ALLEY A
DATE PLACED 0 8 / 2 0 / 9 7
TIME 0 9 = 5 5
SLUMP (ASTM C-143) / 2.75
AIR CONTENT (ASTM C-231 ~'OR C-173 CI) 6
AlE TEMPERATURE 8 2
CONCRETE TEMPERATURE 8 5
DATE RECEIVED 0 8 / 2 1 / 9 7
FIELD DATA SUBMITTED BY J · S ·
MIX DATA SUBMITTED BY ON-S ITL/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
25 LAB 08/27/97 7 ~1,809 28.27 2,890
26 LAB 09/17/97 28 111,011 28.27 3,930
27 LAB 09/17/97 28 108,376 28.27 3,830
28 LAB HOLD H
Specifications 2 8 3 · 6 0 0
COMPUDATA-CG01083-34
REMARKS
[~'~nders made by ALPHA
representative,
[] Cylinders made by Architect's
or Contractor's representative.
i~a li~ders picked up by ALPHA atory.
[] Cylinders delivered to ALPHA
laboratory.
[~'~CCompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
P~ STETTNER
ALPHA TESTING, Ii. ~.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-48
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION I+00 OF
ALLEY C
DATE PLACED 0 8 / 2 0/9 7
TIME 12: 00
SLUMP (ASTM C-143) 2
AIR CONTENT (ASTM C-231 ~OR C-173 [] )6
AIR TEMPERATURE 9 1
CONCRETE TEMPERATURE 8-~
DATE RECEIVED 0 8 / 2 1 / 9 7
FIELD DATA SUBMrI-I'ED BY J · S,
MiX DATA SUBMI'I-rED BY ON--SITE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~ OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
29 LAB 08/27/97 7 ?7,066 28.27 2,730
30 LAB 09/17/97 28 104,316 28.27 3,690
31 LAB 09/17/97 28 113,987 28.27 4,030
32 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~nders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
i~aCa~nders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[~Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Re~fully Submitted
PAT S~TTNER-
ALPHA TESTING, h..,.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT u'F CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-50
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 2+75 OF
GLADE
POINT DRIVE
DATE PLACED 08/20/9'7
TIME 14: 0§
SLUMP (ASTM C-143) / 2.25
AIR CONTENT (ASTM C-231 [~OR C-173 F'])5 o 5
AIR TEMPERATURE 93
CONCRETE TEMPERATURE 9 0
DATE RECEIVED 0 8 / 2 1/9 7
FIELD DATA SUBMITI'ED BY ,.]' · S.
MiX DATA SUBMITTED BY ON--S ITE /-
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR 0-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
37 LAB 08/27/97 7 51,101 28.27 2,160
38 LAB 09/17/97 28 106,299 28.27 3,760
39 LAB D9/17/97 28 87,110 28.27 3,080
40 LAB HOLD H
Specifications 2 8 3 · 6 0 0
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~ders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
[~ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
PAT STE~TNER v
ALPHA TESTING, lb..,.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-51
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 4+75 OF
GLADE
POINT DRIVE
DATE PLACED 08/20/97
TIME 15 '. 00
SLUMP (ASTM C-143) ~ 2 · 5
AIR CONTENT (ASTM C-231[~OR C-173 r~) 4,7 .~
AIR TEMPERATURE 9 3
CONCRETE TEMPERATURE 9 3
DATE RECEIVED 08/21/97
FIELD DATA SUBMITTED BY J · S ·
MiX DATA SUBMITTED BY ON--S ITEf
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 (~'OR C-1231 []
PLANT
DELIVER TICKE'I~ NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6' X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
41 LAB 08/27/97 7 87,513 28.27 3,100
42 LAB 09/17/97 28 113,398 28.27 4,010
43 LAB 09/17/97 28 110,050 28.27 3,890
44 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[:~ylinders made by ALPHA
representative.
[] Cylindem made by Architect's
or Contractor's representative.
[~la~loindem picked up by ALPHA ratory,
[] Cylinders delivered to ALPHA
laboratory,
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Re~lfully Submitted
ALPHA TESTING, Il, ,.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-52
OUR REPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 6+50 OF
GLADE
POINT DRIVE
DATE PLACED 0 8 ! 2 0 ! 9 7
TIME 15 '. 1.5
SLUMP (ASTM C-143) / 2 · 7 5
AIR CONTENT (ASTM C-231[~OR C-173 [] ) 5 · 5
AIR TEMPERATURE 9 7
CONCRETE TEMPERATURE 9 3
DATE RECEIVED 0 8 / 21 ! 97
FIELD DATA SUBMrI-I'ED BY J · S ·
MIX DATA SUBMI'FrED BY ON-SITE/'
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617[~ORC-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
45 LAB 38/27/97 7 104,718 28.27 3,700
46 LAB )9/17/97 28 124,031 28.27 4,390
47 LAB )9/17/97 28 134,757 28.27 4,770
48 LAB HOLD H
Specifications 2 8 3,6 00
COMPUDATA-CG01083-34
REMARKS
[2~Cylinders made by ALPHA
representative.
[] Cylinders ma.de by Architect's
or Contractors representative.
[~Ca~nders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
I~'~ompm~ions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Re/,~,~lly Submitted
PA?
ALPHA TESTING, II..
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-53
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 8+50 OF
GLADE
POINT DRIVE
DATE PLACED 08/20/97
TIME 17: 05
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [~OR C-173 [] )4.7 5
AIR TEMPERATURE 9 9
CONCRETE TEMPERATURE 9 5
DATE RECEIVED 0 8 / 2 1/9 7
FIELD DATA SUBMITTED BY J. S ·
MiX DATA SUBMITTED BY . ON--S I TE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~ OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
~B TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
49 LAB 08/27/97 7 89,838 28.27 3,180
50 LAB 09/17/97 28 137,981 28.27 4,880
51 LAB ~9/17/97 28 127,715 28.27 4,520
52 LAB HOLD H
Specifications 28 3,600
COMPUDATA-CG01083-34
REMARKS
[~5'~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
nders picked up by ALPHA
oratory.
[] Cylindem delivered to ALPHA
laboratory.
[~'oompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
ALI~IJ[hI'ESTING, INC.
ALPHA TESTING, I1~.,.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-54
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+00 OF
GLADE POINT DRIVE
DATE PLACED 0 8 / 2 0 / 9 7
TIME 13 t 00'
SLUMP (ASTM C-143) i · 7 5
AIR CONTENT (ASTM C-231 ~OR C-173 [~)5 · 2 5
AIR TEMPERATURE 9 2
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 0 8 / 2 1 / 9 7
FIELD DATA SUBMITTED BY J · S ·
MIX DATA SUBMITTED BY ON--S ITE/-
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [2FOR C-1231 []
PLANT ON-SITE
DELIVER TICKET NO N/A
M~X PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
89 LAB 08/27/97 7 ~)1,267 28.27 3,230
90 LAB 09/17/97 28 101,060 28.27 3,580
91 LAB 09/17/97 28 112,654 28.27 3,990
92 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
~"~'Cylinders made by ALPHA
representative.
[] Cylinders made by Architact's
or Contractor's representative.
i~nders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
~ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications,
Respectfully Submitted
PAT~
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-54
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+00 OF
GLADE POINT DRIVE
DATE PLACED 0 8 / 2 0 / 9 7
TIME 13 ~ 00
SLUMP (ASTM C-143) ]. · 7 5
AIR CONTENT (ASTM C-231 [~OR C-173 CI)5.25
AIR TEMPERATURE 9 2
CONCRETE TEMPERATURE 89
DATE RECEIVED 08 / 21 / 97
FIELD DATA SUBMITI'ED BY J · S °
MiX DATA SUBMI'I-rED BY ON--S ITE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~'OR 0-1231 []
PLANT ON-S I TE
DELIVER TICKET NO N/A
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
89 LAB 08/27/97 7 91,267 28.27 3,230
90 LAB 09/17/97 28 28.27
9! LAB 09/17/97 28 28.27
9 2 LAB HOI~D H
Specifications 28 3,600
COMPUDATA-CG01083-34
REMARKS
I~ylindem made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
I~a linders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
A~ TESTING, INC.
PAT' STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 1 oo
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUff'FINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-53
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING= STATION 8+50 OF
GLADE
POINT DRIVE
DATE PLACED 08 / 20 / 97
TIME 17 = 05
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 ~OR C-173 [] ) 4 · 7 5
AIR TEMPERATURE 99
CONCRETE TEMPERATURE 9 5
DATE RECEIVED 08 / 2 ! / 97
FIELD DATA SUBMI1-FED BY J · S ·
MiX DATA SUBMI'I-I'ED BY ON-SITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C~617 ~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE-
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
49 LAB D8/27/97 7 89,838 28.27 3,180
50 LAB D9/17/97 28 28.27
51 LAB D9/17/97 28 28.27
52 LAB HOLD H
specifications 28 3,600
COMPUDATA-CG01083-34
REMARKS
[~'~inders made by ALPHA
representative.
[] Cylinders made by Architact's
or Contractor's representative.
[~la linders picked up by ALPHA
oratory~
[] Cylinders delivered to ALPHA
laboratory,
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
AL~ESTING, INC.
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-52
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 6+50 OF
GLADE POINT DRIVE
DATE PLACED 0 8
TIME 16 '. 1 5
2.75
SLUMP (ASTM 0-143)
AIR CONTENT (ASTM C-231[~"OR C-173 [] ) 5
AIR TEMPERATURE 97
CONCRETE TEMPERATURE 9 3
DATE RECEIVED 0 8 / 21 / 9
FIELD DATA SUBMITTED BY J · S.
MIX DATA SUBMITTED BY ON-S ITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C-1231 []
PLANT ON-SITE
DELIVER TICKET NO N/A
M~X PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
45 LAB ~8/27/97 7 104,718 28.27 3,700
46 LAB ~9/17/97 28 28.27
47 LAB ~9/17/97 28 28.27
4 8 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~Cylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~nders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
e~ully Submitted
ESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIV~RVIEW ESTATES
COPPELL, TEXAS
97224-51
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 4+75 OF
GLADE
POINT DRIVE
DATE PLACED 08/20/97
TIME 15 '. 00
SLUMP (ASTM C-143) / 2.5
AIR CONTENT (ASTM C-231(~OR C-173 [])4,75
AIR TEMPERATURE 9 3
CONCRETE TEMPERATURE 9 3
DATE RECEIVED 0 8 / 21 / 9 7
FIELD DATA SUBMITTED BY J · S ·
MIX DATA SUBMITTED BY ON-S I TEj
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
41 LAB 08/27/97 ? 37,513 28.27 3,100
42 LAB 09/17/97 28 28.27
43 LAB 09/17/97 28 28.27
44 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~'aa~)nders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
TUlly Submitted
ESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-50
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 2+75 OF
GLADE POINT DRIVE
DATE PLACED 08/20/g7
TIME 14: 05
SLUMP (ASTM C-143) / 2.25
AIR CONTENT (ASTM C-231I~OR C-173 [] ) 5.5
AIR TEMPERATURE 9 3
CONCRETE TEMPERATURE 9 0
DATE RECEIVED 08/21/97
FIELD DATA SUBMITTED BY J · S ·
MIX DATA SUBMITTED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM O417 ~OR C-1231 []
PLANT ON-S ITE
DELIVER TICKET NO N/A
MIX PROPORTIONS (SSD) N/A
CEMENT N/A
WATER N/A
FINE AGGREGATE N/A
COARSE AGGREGATE N/A
ADMIXTURE N/A
COMPRESSION TEST RESULTS
(NOMINAL CYUNDER SIZE 6' X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
37 LAB 08/27/97 7 51,101 28.27 2,160
38 LAB 09/17/97 28 28.27
39 LAB 09/17/97 28 28.27
4 0 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01
REMARKS
[~'~nders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
i[ i~rndem picked up by ALPHA atory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specirmations.
Respectfully Submitted
A~i~}I~J~ESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-49
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 10+00
OF GLADE POINT
DATE PLACED 0 8 / 2 0 / 9 7
TIME 15 .' 0 0
SLUMP (ASTM C-143) 2.5
AIR CONTENT (ASTM C-231 [~'~R C-173 I-I)5,75
AIR TEMPERATURE 99
CONCRETE TEMPERATURE 9 5
DATE RECEIVED 08 / 21 / 97
FIELD DATA SUBMI'I-I'ED BY J · S ·
MiX DATA SUBMITTED BY ON-S ITL /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [;E'OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ESTATES
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
33 LAB 08/27/97 7 ~1,357 28.27 3,230
34 LAB 09/17/97 28 28.27 *
3.5 LAB 09/17/97 28 28.27 ·
36 LAB HOLD H *
Specifications 2 8 3,6 O0
* DESTROYED ON-SITE
COMPUDATA-CG01083-34
REMARKS
E~ylfnders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
i~a linders picked up by ALPHA
ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-e911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-48
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING.' STATION 1+00 OF
ALLEY C
DATE PLACED 08/20/97
TIME 12: 00
SLUMP (ASTM C-143) 2
AIR CONTENT (ASTM C-231 ~OR C-173
AIR TEMPERATURE 91
CONCRETE TEMPERATURE 8 5
DATE RECEIVED 0 8 / 2 1/9 7
FIELD DATA SUBMITTED BY
MiX DATA SUBMI'I-TED BY ON-S ITF.
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 {~OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH. PSI
29 LAB 08/27/97 7 77,066 28.27 2,730
30 LAB 09/17/97 28 28.27
31 LAB 09/17/97 28 28.27
3 2 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~nders made by ALPHA
representative.
[] Cylinders made by Architect's
or uontractor's representative.
nders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory,
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Re~s{3~f ully Submilted
AI~I4~'I'ESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR: C/O CCN ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-47
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 6+00 OF
ALLEY A
DATE PLACED 0 8 / 2 0 / 9 7
TIME 0 9: 5 5
SLUMP (ASTM C-143) 2.75
AIR CONTENT (ASTM C-231 I~OR C-173 I-I) 6
AIR TEMPERATURE 82
CONCRETE TEMPERATURE 85
DATE RECEIVED 0 8 / 2 1 / 9 7
FIELD DATA SUBMI'FI'ED BY J · S.
MIX DATA SUBMITTED BY ON-SITE/
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~;~0R C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE -- DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
25 LAB 38/27/97 7 81,809 28.27 2,890
26 LAB 39/17/97 28 28.27
27 LAB 39/17/97 28 28.27
28 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative.
~ders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
pectfully Submitted
TESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 20, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-46
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 5+50 OF
ALLEY B
DATE PLACED 0 8 / 2 0 / 9 7
TIME 08 .' i0
SLUMP (ASTM C-143) 2.25
AIR CONTENT (ASTM C-231 [~R C-173 [-I)5,5 0
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 08 / 21 / 97
FIELD DATA SUBMITTED BY J · S ·
MIX DATA SUBMI'I-FED BY ON-SITE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
ON-SITE
N/A
N/A
N/A
N/A
N/A
N/A
N/A
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
21 LAB 08/27/97 7 93,341 28.27 3,300
22 ~M~ 09/17/97 28 28.2?
23 LAB 09/17/97 28 28.27
24 ~ HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
I ~ala~)nders picked up by ALPHA ratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
AL~.~ TESTING, INC.
PAT STETTNER