Riverview Estates-LR 970821ALPHA 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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-58
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 11+50
OF RIVERVIEW DR.
DATE PLACED 08/21/97
TIME 15: 35
SLUMP (ASTM C-143) 2
AIR CONTENT (ASmU C-231 [] OR C-173 [])4.5
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMITTED BY [~!!~RK IN
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
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~9)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
73 LAB 08/28/97 7 28.2? *
?4 LAB 09/18/97 28 28.27 *
75 LAB 09/18/97 28 28.27 *
76 LAB HOLD H *
Specifications 2 8 3,0 0 0
* LOST ON SITE
COMPUDATA-CG01083-34
REMARKS
[~lind~m made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[] Cylinders picked up by ALPHA
laboratory.
[] 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) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:c/o CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-57
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+50 OF
RIVERVIEW DR.
DATE PLACED 0 8 / 2 1/9 7
TIME 14: 35
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [] )4
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 4
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMITI'ED BY LARK I N
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
69 LAB 08/28/97 7 28.27 *
70 LAB 09/18/97 28 28.27 *
71 LAB 09/18/97 28 28.27 *
72 LAB HOLD H *
Specifications 2 8 3,0 0 0
* ,~,LOST ON SITE
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractors representative.
[] Cylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, h.--.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT oF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
IESTEDFOR:C/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-56
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING.' STATION 10+00
OF GRAPEVINE CREEK DR.
DATE PLACED 0 8 / 21 / 97
TIME 1 ].: 2 5
SLUMP (ASTM C-143) 2
AIR CONTENT (ASTM C-231 [] OR C-173 [] )4
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMITI'ED BY LARK I N
MIX DATA SUBMI'I-I'ED BY ON--S ITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~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 CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
85 LAB )8/28/97 7 55,937 28.27 2,330
86 LAB )9/18/97 28 112,515 28.27 3,680
87 LAB )9/18/97 28 100,076 28.27 3,540
88 LAB HOLD H
Specific~ions 28 3,000
COMPU DATA-CG01083-34
REMARKS
5~ylinders made by ALPHA
representative.
[] Cylinders made by Amhitect's
or Contractor's representative,
[~la~linders picked up by ALPHA
oratory.
[] Cylindem delivered to ALPHA
laboratory,
~Compressions test results comply with
applicable speciltcatlons.
[] Compression test results do not comply
with applicable specifications.
PAT STETTNER
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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-57
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+50 OF
RIVERVIEW DR.
DATE PLACED 08
TIME 14: 35
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 []
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 4
DATE RECEIVED 08 / 22 / 97
FIELD DATA SUBMrI-I'ED BY ~ IN
MIX DATA SUBMITTED BY ON--S
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C~17 [] 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")
(ASTU
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
69 LAB )8/28/97 7 28.27 *
70 LAB :)9/18/97 28 28.27 *
71 LAB /)9/18/97 28 28.27 *
72 LAB HOLD H *
Specifications 28 3,000
* LOST ON SITE
COMPUDATA-CG01083-34
REMARKS
5;P~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[] Cylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT ,.,'F CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:c/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-58
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 11+50 OF
RIVERVIEW DR.
DATE PLACED 08/2 1/97
TIME 15: 35
SLUMP (ASTM C-143) 2
AIR CONTENT (AS. TM C-231 [] OR C-173 r-I)4 . 5
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 ?
FIELD DATA SUBMITTED BY [~RK IN
MIX DATA SUBMITI'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
73 LAB 08/28/97 7 28.27 *
?4 LAB 09/].8/9? 28 28.27 *
7§ LAB 09/18/97 28 28,27 *
76 LAB HOLD H *
Specifications 2 8 3,0 0 0
* LOST ON SITE
COMPUDATA-CG01083-34
REMARKS
[DH~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[] Cylinders picked up by ALPHA
laboratory.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
ALPHA TESTING, I. .;.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:c/O CCH ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-41
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 12+05
OF GLADE POINT DRIVE
DATE PLACED 0 8 / 2 1 / 9 7
TIME 0 8: 0 0
SLUMP (ASTM C-143) 2.2 5
AIR CONTENT (ASTM C-231 [] OR C-173 [] )6
AIR TEMPERATURE 7 9
CONCRETE TEMPERATURE 8 8
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMI']-I'ED BY J · S.
MIX DATA SUBMI'I-I'ED BY · ON--SITE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'OR C-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
57 LAB 38/28/97 7 )8,270 28.27 3,480
58 LAB 39/18/97 28 130,450 28.27 4,610
59 LAB ~9/18/97 28 .105,800 28.27 3,740
6 0 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.
[~lala~linders 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.
N. Aj~,HA TL~TING. INC."
PAT STETTNER
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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-42
OURREPORINO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+75 OF
ELM
DATE PLACED 0 8 / 2 1 / 9 7
TIME 0 9: 4 5
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [])5 o 5
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 7
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMrl-rED BY J · S.
MiX DATA SUBMI'CI-ED 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
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
61 LAB )8/28/97 7 1D1,558 28.27 3,590
62 LAB )9/18/97 28 115,650 28.27 4,090
63 LAB )9/18/97 28 111,700 28.27 3,950
64 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.
~llnders picked up by ALPHA
oratory.
[] Cylindem delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
Res~ubmitted~_
PAT STETTNER
ALPHA TESTING, I,..;.
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 21, 1997
PROJEC~
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-43
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 8+00 OF
GRAPEVINE
DATE PLACED 0 8 / 2 1 / 9
TIME 0 8 { 4 0
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [] )5
AIR TEMPERATURE 7 8
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMI'I-rED BY J.S.
MIX DATA SUBMITTED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM 0-617 ~ 0-1231 []
PLANT ON-SITE
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")
(AS'I'M C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
65 LAB :)8/28/97 7 ]2,026 28.27 2,900
66 LAB 39/18/97 28 109,970 28.27 3,890
67 LAB ~9/18/97 28 110,450 28.27 3,910
68 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~'~linders made by ALPHA
representative.
[] Cylindem made by Amhitecl's
or Contractor's representative.
~1 Ioindem 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.
AE~'E~ING, INC.
PAT STETTNER
ALPHA TESTING,
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT uF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:c/o CCN ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
RIVERVIEW ESTATES
PROJEC~ COPPELL, TEXAS
97224-44
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 7+00 OF
GRAPEVINE
DATE PLACED 08/2 1/97
TIME 09: 20
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 ~)4
AlE TEMPERATURE 9 9
CONCRETE TEMPERATURE 9 4
DATE RECEIVED 08 / 22 / 97
FIELD DATA SUBMI'I-rED BY LARK IN
MIX DATA SUBMITrED BY ON--S ITE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~OR C-1231 []
PLANT
DEUVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
CREEK DR.
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")
(ASWa C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
81 LAB ~)8/28/97 7 77,655 28.27 2,750
82 LAB 09/18/97 28 110,250 28.27 3,900
83 LAB D9/18/97 28 115,500 28.27 4,080
84 LAB HOLD H
Specifications 28 3,000
COMPUDATA-CG01083-34
REMARKS
{~ylinders made by ALPHA
representative.
[] Cylinders .rna,de by Architect's
or Contractors representative.
~Ca~loinders picked up by ALPHA mtory.
[] Cylinders delivered to ALPHA
laboratory.
~'~"Compressions test results comply with
applicable specifications,
[] Compression test results do not comply
with applicable specifications.
Respecfft~ Su.bmitte(:[~'~~
PAT STETTNER
ALPHA TESTING, h.,.;.
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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224--45
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 8+50 OF
GRAPEVINE CREEK DR.
DATE PLACED 0 8 / 2 1 / 9 7
TIME 1 0 = 1 5
SLUMP (ASTM C-143) 2.5
AIR CONTENT (ASTM C-231 [] OR C-173 [] )4.5
AIR TEMPERATURE 10 1
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMITTED BY LARK I N
MIX DATA SUBMI'I-I'ED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~/'OR C-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)
~B TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
77 LAB 08/28/97 7 39,497 28.27 3,170
78 LAB 09/18/97 28 115,250 28.27 4,080
79 LAB 09/18/97 28 102,055 28.27 3,610
80 LAB HOLD H
Specific~ions 28 3,000
COMPUDATA-CG01083-34
REMARKS
[~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~la~linders picked up by ALPHA
oratory.
[] Cylinders delivered to ALPHA
laboratory.
4~'ompressions test results comply with
applicable specifications.
[] Compression test results do not comply
with applicable specifications.
RespecffL~Su. b.mitted[~ _ .~
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
H'dEFINES & PARTNERS
TESTEDFOR:c/o CCH ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-56
OUR REPORI NO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 10+00 OF
GRAPEVINE CREEK DR.
DATE PLACED 08/2 1/97
TIME 1 1: 2 5
SLUMP (ASTM C-143) 2
AIR CONTENT (ASTM C-231 [] OR C-173 [] )4
AIR TEMPERATURE 10 3
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMI'I-rED BY LARKIN
MIX DATA SUBMI'I-I'ED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~OR C-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
COMPRE~ION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASWa C-39)
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE
NO, CURING TESTED DAYS LOAD STRENGTH, PSI
85 LAB )8/28/97 7 55,937 28.27 2,330
86 LAB )9/18/97 28 28.27
87 LAB 39/18/97 28 28.27
8 8 LAB HOLD H
Specifications 2 8 3,0 0 0
COMPl IDATA-CG01 OR,q-~a
REMARKS
5~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's raprasentative.
[~l~nders picked up by ALPHA
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications,
[] Compression test results do not comply
with applicable specifications.
Respectfully Submitted
A~.,~.~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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-45
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 8+50 OF
GRAPEVINE CREEK DR.
DATE PLACED 0 8 / 2 1 / 9 7
TIME 10: 15
SLUMP (ASTM C-143) 2.5
AIR CONTENT (ASTM C-231 [] OR C-173 [] )4.5
AIR TEMPERATURE 101
CONCRETE TEMPERATURE 9 6
DATE RECEIVED 0 8 / 2 2 / 9 7
FIELD DATA SUBMI'I-rED BY LARKIN
MIX DATA SUBMI'FrED BY ON--S ITE /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 {~OR C-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
77 LAB 98/28/97 7 89,497 28.27 3,170
78 LAB 99/18/97 28 28.27
79 LAB 99/18/97 28 28.27
80 LAB HOLD H
Specifications 2 8 3,0 0 0
OOMPI II")ATA-CC~01
REMARKS
[~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~-~%oders picked up by ALPHA ry.
[] Cylinders delivered to ALPHA
laboratory.
[] Compressions test results comply with
applicable specifications.
[] Compression test msu#.s do not comply
with applicable specifications,
Re .spectfully Submitted
AI.~_.~STING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:c/o CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-44
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 7+00 OF
GRAPEVINE CREEK DR.
DATE PLACED 08/2 1/97
TIME 09: 20
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [] ) 4
AIR TEMPERATURE 99
CONCRETE TEMPERATURE 9 4
DATE RECEIVED 08 / 22 / 97
FIELD DATA SUBMITTED BY LARK I N
MIX DATA SUBMITrED BY ON-S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 I~OR C-1231 []
PLANT ON-S ITE
DELIVER TICKET NO N/A
MIX PROPORTIONS (SSO) 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
81 LAB 08/28/97 7 77,655 28.27 2,750
82 LAB 09/18/97 28 28.27
83 LAB 09/18/97 28 28.27
84 LAB HOLD H
Specifications 2 8 3,0 0 0
REMARKS
I~/~linders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~lCa~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 specirmations.
Respectfully Submitted
AL,~A~STING, 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 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-43
OUR REPORT NO.:
LOCATION OF CONCRETE PLACEMENT
PAVING:
FIELD DATA
STATION 8+00 OF
GRAPEVINE
DATE PLACED 08 / 21 / 97
TIME 08: 40
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [])5 · 5
AIR TEMPERATURE 7 8
CONCRETE TEMPERATURE 8 9
DATE RECEIVED 08 / 22 / 97
FIELD DATA SUBMI'I-I'ED BY J, S ·
MIX DATA SUBMrl-rED BY ON--S I TE
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 Ii~ 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
65 LAB ;)8/28/97 7 El2,026 28.27 2,900
66 LAB :)9/18/97 28 28.27
67 LAB :)9/18/97 28 28.27
68 LAB HOLD H
Specifications 2 8 3 # 6 0 0
COMPUDATA-CG01083-34
REMARKS
[~'~linders made by ALPHA
representative.
[] Cylindem made by Architect's
or Contractor's representative.
i[~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~tfully Submitted
AL-~ TESTING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St.
Suite 100
Dallas. Texas 75229
(214) 620-6911
REPORT OF CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTED FOR:c/O CCH ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
AUGUST 21, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224-42
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 1+75 OF
ELM
DATE PLACED 0 8 / 21 / 9 7
TIME 0 9: 4 5
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [])5 · 5
AIR TEMPERATURE 8 0
CONCRETE TEMPERATURE 8 7
DATE RECEIVED 08 / 22 / 97
FIELD DATA SUBMITI'ED BY J · S.
MIX DATA SUBMI'CrED BY ON-S ITL /
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 t;~OR C-1231 []
PLANT ON-SITE
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
61 LAB 08/28/97 7 ]~ )1,558 28.27 3,590
62 LAB )9/18/97 28 28.27
63 LAB )9/18/97 28 28.27
64 LAB HOLD H
Specifications 28 3,600
COMPUDATA-CG01083-34
REMARKS
~ylinders made by ALPHA
representative.
[] Cylindem made by Amhitect's
or Contractor's representative.
[~a~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~A.~STING, 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 21, 1997
RIVERVIEW ESTATES
PROJEC~ COPPELL, TEXAS
97224-41
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
FIELD DATA
PAVING: STATION 12+05 OF
GLADE
POINT DRIVE
DATE PLACED 0 8 / 2 1 / 9 7
TIME 0 8: 0 0
SLUMP (ASTM C-143) 2,25
AIR CONTENT (ASTM C-231 [] OR C-173 [] )6
AIR TEMPERATURE 79
CONCRETE TEMPERATURE 8 8
DATE RECEIVED 0 8 / 2 2 / 9 ?
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 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
57 LAB ~8/28/97 7 )8,270 28.27 3,480
58 LAB D9/18/97 28 28.27
59 LAB ~9/18/97 28 28.27
60 LAB HOLD H
Specifications 2 8 3,6 0 0
COMPUDATA-CG01083-34
REMARKS
[~"Cylindem made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractors representative.
~a~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.
rEIly Submitted
STING, INC.
PAT STETTNER
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
DAILY FIELD REPORT
TESTED FOR
HUFFINES & PAi~TNERS
C/O CCM ENGINEERING
DATE
08/21/97
PROJECT
RIVERVIEW ESTATES
COPPELL, TEXAS
OUR REPORT NO.
97224-40
WEATHER: PARTLY CLOUDY
TEMPERATURE RANGE: 98
ALPHA Representative: L. E
TO: 103
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED
TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
THE TECHNICIAN MOLDED 5 SETS OF 4 TEST CYLINDERS FORM CONCRETE PLACED FOR
PAVING ON THIS DATE.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECtINICIAN RETURNED TO THE
DALLAS OFFICE.
7(301083-2'9