Apostles-LR 971017i
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
/~~ Dallas, Texas 75229
(972) 620-8911
TESTED FOR CSI
LEWISVILLE, TEXAS
PROJECT CHURCH OF THE APOSTLES
COPPSLL, TEXAS
TEST DATA:
REPORT OF FIELD
COMPACTION TESTS
DATE 1/17/97
OUR REPORT NO. 9 7 rJ O rJ-~~ 4
TEST
NO.
DATE
ELEV.
DEPTH
SOIL ID
NUMBER OPTIMUM
MOISTURE
q, MAXIMUM LAB
DAY DENSITY
PCF IN PLACE
MOISTURE
~ IN PLACE
DRY DENSITY
PCF
COMPACT ON
COMMENT`
12 10/17 FG 1 1.7.6 102.8 17.6 97 95 1-A
TEST LOCATION:
12 50' L AND 30' N FROM SE CORNER OF ENTRANCE WAY OFF OF MCARTHUR BLVD
1. FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS a eCtfuf S fitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST P TING, INC.
CG01083-18
ALPHA TESTING, INC.
2209 Wisconsin St.
/~~, st,ite 100
Dallas, Texas 75229
(214) 620-8911
CSI
TESTED FOR: LEWISVILLE, TEXAS
CHURCH OF THE APOSTLES
PROJECT: COPPELL, TEXAS
REPORT OF CONCRETE
COMPRESSION TEST
OCTOBER 17, 1997
DATE OF ISSUE:
OUR REPORT NO-:
97505-25
FIELD DATA
PAVING: 35' EAST & 15' NORTH OF SE CORNER OF
LOCATION OF GONCRETE PLACEMENT ENTRANCE WAY
DATE PLACED 2 p / 17 / 9 7 PLANT N/A
TIME 07 ~ p 5 DELIVER TICKET NO N/A
SLUMP (ASTM C-143} ~~ 3 ~ 75 M!X PROPORTIONS (SSD) ~j/A
AIR CONTENT (ASTM C-23f C,3+OR C-173 ^)5 . S CEMENT N/A
AIR TEMPERATURE 53 WATER N/A
CONCRETE TEMPERATURE 6 g FINE AGGREGATE N/A
DATE RECEIVED ~ 4 / ~ 8 / 9 7 COARSE AGGREGATE N/A
FIELD DATA SUBMITTED BY J ~ $ , ADMIXTURE N/A
MIX DATA SUBMITTED BY REDI-MIX
~
~
SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~'IOR C-1231 ^
COMPRESSION TEST RESULTS
(NOMINAL CYLINDER SIZE 6" X 12")
(ASTM C-39)
LAB
NO. TYPE
CURING DATE
TESTED AGE
DAYS TOTAL
LOAD AREA COMPRESSIVE
STRENGTH, PSI
31 LAB 24/24/9 7 98,529 28.27 3,480
32 LAB 11/14/9 28 28.27
33 LAB 11/2419 28 28.27
34 LAB HOLD H
Specifications 2$ 3, 6 0 4
COM PUDATA-CG01083-34
REMARKS
i,Y[;ylinders made by ALPHA
representative.
^ Cylinders made by Architect's
or Contractor's representative.
ylinders 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.
especttully Submitted
LQHA TESTING, INC.
PAT STETTNER