Stoneleigh P1-LR 980701A REPORT OF FIELD
ALPHA TESTING INC. COMPACTION TESTS
2209 Wbconsln St., Suite 100
DaNa T�x�+s 75229
972/62 ¢891 I - 9721263 -4937 (Metro)
FAX 972/4016 -8023
TESTED FOR FIRST WORTHING COMPANY DATE 7/1198
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -239
COPPELL, TEXAS
TEST DATA:
TEST
NO.
DATE
EIEV.
DEPTH
SOIL ID
NUMBER
OPTIMUM
MOISTURE
x
MAXIMUM LAB
omroe+ertY
PCF
N PLACE
MOISTURE
A
N PLACE
DRYOENWY
PCF
PBgCENT
cowACTIoN
COMMENT"
332
711
338 1
7
12.8
116.3
14.9
114
98
2A
7
i
12.8
118,3
14.2
116
99
2A
334
T
1
12.8
11113
14.4
114
98
2A
396
711196
FG
1
12.8 1
116.3
15.0
112
96
2A
336
7/1198
FG
1
12.8
116.3
14.4
111
95
2A
337
7/1/88
FG
1
12.8
118.3
13.6
115
99
2A
338 1
7N/88
FG
6
20.4
97.6 1
20.8 1
98 1
100 1
3A
TEST LOCATION:
332
PAVING - 40' SOUTH 8 40' EAST FROM THE SOUTH -WEST CORNER OF BUILDING #24
333
PAVING - 4O' SOUTH & 10' EAST FROM THE SOUTH -WEST CORNER OF THE BUILDING 024
334
1 PAVING - 40' SOUTH & 30' WEST FftQM THE SOUTH -WEST CORNER OF BUILDING 024
335
PAVING 8 GARAGE "C" - S EAST 8 5' NORTH FROM THE SOUTH -EAST CORNER OF GARAGE "C"
336
PAVING 8 GARAGE "B" AT 5' WEST 310' NORTH FROM THE SOUTH -EAST CORNER OF GARAGE "B"
337
1 PAVING 8 GARAGE "A" AT 10' NORTH 810' WEST FROM THE SOUTH -EAST CORNER OF GARAGE "A"
338 1
PAVING APPROACH / STATION 3 + 20 / WEST-SIDE AT 20' SOUTH 8 4' WEST FROM THE NORTH- END
,. FILL ` A. N PUKE PERCENT M067LO E AND PERCENT COMPACTION COMPLY WfTM SPECIFICATIONS
7, NATURAL SUBORADE B. PERCBff COMPACTM DOES NOT COMPLY WRH SPECIFICATIONS
3. LMAE STABILIZED C. PERCENT N PLACE MOISTURE DOES NOT COMPLY NRfH SPECFICAMONS
4 . CEMENT TREATED D. RETEST
A REPORT OF FIELD ALPHA TESTING, INC. OMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9721620.8911 - 9721263 -4937 (Metro)
FAX 97214068023
TESTED FOR FIRST WORTHING COMPANY DATE 7/1/98
DALLAS, TEXAS
PROJECT STONELEIGH AT RIVERCHASE OUR REPORT NO. 97060 -239A
COPPELL, TEXAS r µ,
TEST DATA:
TEST ELEif. SOIL ID Op MUM MATe" ve N PLACE N PLACE PERCENT
NO. DATE DEPTH NUMBER MOOTURE DRYD6NSrrY MOSTURE DRY0EN8rrY COMPACTION OOMMERr
% PCB % PCF
339 7N/96 FG 6 20.4 97.6 23.4 94 96 3A
PAVING
/ STATION 3 + 20 / EAST -SIDE AT 20' SOUTH & T FROM THE
1. FU * A. W PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY VVTr H SPECIFICATONS
2. NATURAL SLOORADE B. PERCENT COMPACTION DOES NOT COMPLY VWH SPECFrATK)N.S
3. L w STABLIED C PERCENT N PLACE MOISTURE DOES NOT COMPLY MN SPECIFICATIONS
4. CEMENT TREATED D. RETEST
INC.
ALPHA TESTING, INC.
2209 Wisconsin St.
14 AI% I Suite 100
Dallas, Texas 75229
(214) 620 -8911
TESTED FOR: FIRST WORTHING COMPANY
DALLAS, TEXAS
PROJECT: STONELEIGH AT RIVERCHASE
COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
DATE OF ISSUE
OUR REPORT NO.
JULY 1, 1998
97060 -240
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: STATION 3 +60 "DRIVEWAY" ON FAIRWAY DRIVE
DATE PLACED
07/01/98
TIME
15:00
SLUMP (ASTM C -143)
N/A
AIR CONTENT (ASTM C -231 ❑ OR C -173
N/A
AIR TEMPERATURE
110
CONCRETE TEMPERATURE
92
DATE RECEIVED
07/02/98
FIELD DATA SUBMITTED BY
F.M.
MIX DATA SUBMITTED BY
LATTIMORE
SPECIMENS CAPPED IN ACCORDANCE
WITH ASTM C -617 a,01i C -1231 ❑
PLANT
7
DELIVER TICKET NO
7053870
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
NO.
TYPE
CURING
ATE
DATE -
TESTED
AGE
DAYS
TOTAL
LOAD
AREA
COMPRESSIVE
STRENGTH, PSI
465
LAB
07/08/98
7
108,748
28.27
3,850
466
LAB
07/29/98
28
124,279
28.27
4,400
467
LAB
07/29/98
28
125,674
28.27
4,450
468
LAB
HOLD
H
28.27
Specifications
28
3,500
COM PU DATA -CGO 1083 -34
REMARKS
ylinders 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.
pectfully u
L H T�
STING, INC.
PAT STETTNER