Riverview Estates-LR 970924ALPHA TESTING, i. _.;.
2209 Wisconsin St.
Suite 100
Dallas, Texas 75229
(214) 620-8911
REPORT CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:c/o CCH ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
SEPTEMBER 24, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
9?224-70
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
STORM UTILITY
FIELD DATA
NEXT TO LOT 8
DATE PLACED 0 9 / 2 4 / 9 7
TIME 0 3: 4 5
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [])N/A
AIR TEMPERATURE 7 0
CONCRETE TEMPERATURE 8 5
DATE RECEIVED 0 9 / 2 5 / 9 7
FIELD DATA SUBMITTED BY ARLY
MiX DATA SUBMI'I-rED BY PIONEER
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~R C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
27
484413
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
129 LAB 10/01/97 7 124,670 28.27 4,410
130 LAB 10/22/97 28 136,028 28.27 4,810
131 LAB 10/22/97 28 165,850 28.27 5,870
132 LAB HOLD H
Specifications 2 8 4,5 0 0
COMPUDATA-CG01083-34
REMARKS
(~ylinders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
~. ~linders 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 CONCRETE
COMPRESSION TEST
HUFFINES & PARTNERS
TESTEDFOR:c/O CCM ENGINEERING
DALLAS, TEXAS
DATE OF ISSUE:
SEPTEMBER 24, 1997
PROJECT:
RIVERVIEW ESTATES
COPPELL, TEXAS
97224--70
OURREPORTNO.:
LOCATION OF CONCRETE PLACEMENT
STORM UTILITY
FIELD DATA
NEXT TO LOT 8
DATE PLACED 0 9 ! 2 4 / 9 7
TIME 03: 45
SLUMP (ASTM C-143) 3
AIR CONTENT (ASTM C-231 [] OR C-173 [] )N/A
AIR TEMPERATURE 7 0
CONCRETE TEMPERATURE 8 5
DATE RECEIVED 0 9 / 2 5 / 9 7
FIELD DATA SUBMITTED BY ARLY
MIX DATA SUBMITTED BY P I ONE E R
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [~'R C-1231 []
PLANT
DELIVER TICKET NO
MIX PROPORTIONS (SSD)
CEMENT
WATER
FINE AGGREGATE
COARSE AGGREGATE
ADMIXTURE
27
484413
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
129 LAB 10/01/97 7 124,670 28.27 4,410
130 LAB 10/22/97 28 28.27
131 LAB 10/22/97 28 28.27
132 LAB HOLD H
Specifications 2 8 4,5 0 0
COMPUDATA-CG01083-34
REMARKS
~inders made by ALPHA
representative.
[] Cylinders made by Architect's
or Contractor's representative.
[~lala~inders 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
p , ALPHA TESTING, INC.
AT STETTNER
ALPHA TESTINL ,NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
'COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS DA~ 09/24/97
C/O CCH ENGINEERING
DALLAS, TEXAS
PROJECT RIVERVIEW ESTATES OURREPORTNO. 97224-72
COPPELL, TEXAS
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH -"'-,~ NUMBER % PCF % PCF
290 09/24 FO 4 25.3 93.4 27.0 91 97 1-A
291 09/24 FG 4 25.3 93.4 27.0 90 96 1-A
292 09/24 FG 4 25.3 93.4 26.3 91 98 1-A
293 09/24 FG 4 25.3 93.4 25.8 92 98 1-A
294 09/24 FG 4 25.3 93.4 28.0 89 95 1-A
295 09/24 FG 4 25.3 93.4 27.8 91 97 1-A
296 09/24 FG 4 25.3 93.4 25.9 93 100 1-A
TEST LOCATION:
290 BLOCK A, PAD 4
291 BLOCK A, PAD 5
292 BLOCK A, PAD 7
293 BLOCK A, PAD 13
294 BLOCK A, PAD 14
295 BLOCK A, PAD 20
296 BLOCK A, PAD 21
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A, IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICAT~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST ~_--~. L~ST~G, INC.
ALPHA TESTINg. ,NC.
2209 wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PAETNERS DATE
C/O CCH ENGINEERING
DALLAS, TEXAS
09/24/97
RIVERVIEW ESTATES 97224-72A
PROJECT COPPELL, TEXAS OUR REPORTNO.
TEST DATA:
TEST DATE ~ SOIL ID O~IMUM M~IMUM LAB IN PLACE IN P~CE PERCE~ COMMENT
~IS~RE D~DENSI~ ~IS~RE ~YDENSrrY COMPANION
NO. NUMBER % ~F % ~F
297 09/24 FG 4 25.3 93.4 25.4 93 100 1-A
298 09/24 FG 4 25.3 93.4 27.4 90 96 1-A
299 09/24 FG 4 25.3 93.4 28.3 90 96 1-A
300 09/24 FG 4 25.3 93.4 26.3 91 97 1-A
301 09/24 FG 4 25.3 93.4 26.9 90 97 1-A
302 09/24 FG 4 25.3 93.4 25.9 90 96 1-A
303 09/24 FG 4 25.3 93.4 25.8 91 98 1-A
TEST LOCATION:
297 BLOCK A, PAD 23
298 BLOCK B, PAD 1
299 BLOCK B, PAD 3
300 BLOCK B, PAD 5
301 BLOCK B, PAD 7
302 BLOCK B, PAD 8
303 BLOCK B, PAD 9
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS _ ~.~ A . ~/-----
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST ~INC.
David (Pat) Stettner
ALPHA TESTIN~".NCl
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPORT OF FIELD
COMPACTION TESTS
TESTEDFOR HUFFINES & PARTNERS D~E
C/O CCM ENGINEERING
DALLAS, TEXAS
09/24/97
RIVERVIEW ESTATES
PROJECT OUR REPORT NO.
COPPELL, ?~'-XAS
97224-72B
TEST DATA:
TEST DATE ~ELEV. SOIL ID O~MUM MAXIMUM ~B IN PLACE IN PLACE PE~E~ COMMENT*
~ISTURE DRY DENSI~ MOISTURE ~Y ~1~ COMPAC~ON
NO.DEPTH'",-..~ NUMBER % ~F % ~F
304 09/24 FG 4 25.3 93.4 26.8 89 95 i-A
305 09/24 FG 4 25.3 93.4 26.7 90 97 1-A
306 09/24 FG 4 25.3 93.4 27.3 89 96 1-A
307 09/24 FG 4 25.3 93.4 28.3 88 95 1-A
308 09/24 FG 4 25.3 93.4 27.4 90 96 1-A
309 09/24 FG 4 25.3 93.4 26.4 89 96 1-A
310 09/24 FG 4 25.3 93.4 27.3 90 96 1-A
TEST LOCATION:
304 BLOCK B, PAD 11
305 BLOCK B, PAD 12
306 BLOCK B, PAD 15
307 BLOCK B, PAD 17
308 BLOCK B, PAD 18
309 BLOCK B, PAD 21
310 BLOCK B, PAD 23
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION ~
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / Respectfully S.~ed
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ---.... / _ J _
David (Pat) ~t-~[tner
ALPHA TESTIN(~NC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
(972) 620-8911
REPOHT OF FIELD
COMPACTION TESTS
HUFFINES & PARTNERS
DATE
TESTEDFOR C/O CCM ENGINEERING
DALLAS, TEXAS
09/24/97
RIVERVIEW ESTATES 97224-72C
PROJECT COPPELL, TEXAS OUR REPORTNO.
TEST DATA:
TEST DATE ~ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT COMMENT*
MOISllJRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION
NO.DEPTH -"-..~ NUMBER % PCF % PCF
311 09/24 FG 4 25.3 93.4 27.0 90 96 1-A
312 09/24 FG 4 25.3 93.4 26.4 90 97 1-A
313 09/24 FG 4 25.3 93.4 25.4 90 97 1-A
314 09/24 FG 4 25.3 93.4 26.2 91 97 1-A
!315 09/24 FG 4 25.3 93.4 27 . 5 89 96 1-A
TEST LOCATION:
311 BLOCK B, PAD 24
312 BLOCK C, PAD 1
313 BLOCK C, PAD 2
314 BLOCK C, PAD 7
315 BLOCK C, PAD 8
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
CG01083-18
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS// ~/~""
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~' Respectfully Su~fl~t.~ed
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ..~ / /
David (Pat) Stettner '--'