Stoneleigh P1-LR 980806A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX. 9721406 -8023
TESTED FOR FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE
1:11�1~•T:3
OUR REPORT NO. 97060 -277A
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
%
MAAMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
IN PLACE
DRY DENSITY
PCF
PERCENT
COMPACTION
COMMENT`
344
816/98
FG
1
12.8
116.3
14.2
115
99
1 -A
345
816/98
FG
1
12.8
116.3
12.9
119
102
1 -A
346
816/98
FG
1
12.8
116.3
14.2
113
97
1 -A
TEST LOCATION: PAVING
344 15OW AND 30'S OF SW CORNER OF BUILDING #26
345 60'W AND 5'S OF SW CORNER OF BUILDING #26
346 6'W AND 25'N OF SW CORNER OF BUILDING #26
I
1. FLL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WRH SPECIFICATIONS RespectW Submitted
3. LIME STABLIED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST ALPHA TESTING, INC.
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 97214016 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 08 /06/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -278
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 50' SOUTH & 100' EAST OF SW CORNER OF BUILDING 26
DATE PLACED
08/06/98
PLANT
10
TIME
4:50
DELIVER TICKET NO.
19540
SLUMP (ASTM C -14)
6.5*
MIX PROPORTIONS (SSD)
72,354
AR CONTENT (ASTM C-231 00oR C -173
5.2
CEMENT
N/A
AR TEMPERATURE
78
WATER
N/A
CONCRETE TEMPERATURE
86
FINE AGGREGATE
WA
DATE RECEIVED
08/07/98
COARSE AGGREGATE
N/A
FEW DATA SUBMITTED BY
J.T.
ADMIXTURE
N/A
MIX DATA SUBMITTED BY
REDI -MIX /
28
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C217 4� C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6 X 1Y')
(ASTM C28)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
581
LAB
08113/98
7
72,354
28.27
2,560
582
LAB
09/03/98
28
100,564
28.27
3,560
583
LAB
09/03/98
28
102,052
28.27
3,610
584
LAB
HOLD
H
28.27
28
3,
REMARKS: * CONTRACTOR INFORMED OF HIGH SLUMP
�inders nude by ALPHA
reweswww--
❑ Cylinders made by Archite s
Contractor's represenlaWs.
W Cylinders picked up by ALPHA
wborakxy.
❑ Cylinders delivered to ALPHA
0-=test results comply with
applicable specificatkms.
❑ Compression test resufls do not comply
with applicable specifications.
Geotechnrcd Er&xgeft 9 Caisf uctlon Maha** TeO*V N ErN*a rnelnid ftheeft ■ Corlstlf V
A
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 08 /06/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -279
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 50' SOUTH & 25' EAST OF SW CORNER OF BUILDING 26
DATE PLACED
08/06/98
PLANT
10
TIME
6:45
DELIVER TICKET NO.
19551
SLUMP (ASTM C -143)
6.75"
MIX PROPORTIONS (SSD)
75,578
ANt CONTENT (ASTM C-231 DOOR C473 ❑)
N/A
CEMENT
N/A
AM TEMPERATURE
80
WATER
N/A
CONCRETE TEMPERATURE
88
FINE AGGREGATE
WA
DATE RECEIVED
08/07/98
COARSE AGGREGATE
WA
FIELD DATA SUBMITTED BY
J.T.
ADMIXTURE
WA
MU( DATA SUBMITTED BY
REDI-
28
;;%""
SPECIMENS CAPPED W ACCORDANCE WITH ASTM C417 4yJOR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12 ")
(ASTM Cam)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
585
LAB
08/13/98
7
75,578
28.27
2,670
586
LAB
09/03/98
28
87,885
28.27
3,110
587
LAB
09/03/98
28
83,142
28.27
2,940
589
LAB
HOLD
H
28.27
28
3,000
REMARKS: * CONTRACTOR INFORMED OF HIGH SLUMP
"kw-' kw-' Melia by ALPHA
❑ Cylinders made by Amhft 's
or Contractors represent Live.
ylinders Pick up by ALPHA
laboratory.
❑ Cylindere delivered to ALPHA
laboratody.
0 ompression East results comply wdh
applicable specWwatiotm.
❑ Compression last results do not comply
with applicable specifications.
R Subm
HA TESTI , NC.
ALPHA A /I
TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas Texas 75229
9721620 -8911 - 9721263 -4937 (Metro)
FAX: 9721406 -8023
REPORT OF CONCRETE
COMPRESSION TEST
TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 08/08/98
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -280
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT 50' SOUTH & 25' WEST OF SW CORNER OF BUILDING 26
DATE PLACED
08/06/98
PLANT
10
TIME
11:25
DELVER TICKET NO.
19597
SLUMP (ASTM C -143)
*
MIX PROPORTIONS (SSD)
72,292
AR CONTENT (ASTM c-231 ❑❑OR c -173
4.6
CEMENT
WA
AR TEMPERATURE
82
WATER
N/A
CONCRETE TEMPERATURE
90
FINE AGGREGATE
N/A
DATE RECEIVED
08/07/98
COARSE AGGREGATE
N/A
FIELD DATA SUBMITTED BY
J.T.
ADMD(11M
N/A
MIX DATA SUBMITTED BY REDI -MIX
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 E36OR C -1231 ❑
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6 X 12'7
(ASTM Ca9)
LAB
NO.
TYPE
CURING
DATE
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
589
LAB
08/13/98
7
72,292
28.27
2,560
590
LAB
09103/98
28
86,304
28.27
3,050
591
LAB
09/03/98
28
89,156
28.27
3,150
592
LAB
HOLD
H
28.27
28
3,000
0 1 Cylinders made by ALPHA
representative.
❑ Cylindem made by AmMeafs
or Contractors representative.
LLY Cylinders picked up by ALPHA
laboratory.
❑ Cylinders delivered to ALPHA
laborat
Compression test results comply with
applicable specifications.
❑ Compression test results do not comply
with applicable specifications.
R fiy Subm
REMARKS: * CONTRACTOR INFORMED OF HIGH SLUMP, NO WATER ADD TE INC.
AT SITE