Big Cedar-LR 920617REPORT NO.: 9
PROJECT: Big Cedar Addition
reed engineering
GEOTECHNIC. AL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
jo~ NO8 2 4 · 1
P-1 and Line
C~AT,oNLynn Court (inlets) Line
P-4
ARCHITECTIENGINEER~.-oodwin & Marshall, Inc.
DATE CAST:06/17/92
SPECIFICATION:3600 PS I
REPRESENTED:UNKNOwN
~M~ED aY:contractor
BY ORDER ~:Contractor
CONTRACTOR: Paveway Construction
RE~TED To:Matthews Investments
07/15/92
Southwest DATEO 6/24/92
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.2~ SO. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
'TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
Does comply
LABORATORY NUMBER
BCA061701 BCA061702 BCA061703 BCA061704
103,000 103,500 138,500 141,500
7 7 28 28
3640 3660 4900 5000
3650 4950
with
Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: "
SOURCE OF CONCRETE: UNKNOWN
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
D~TRIBUTION'(2)
(l~ Gooawin
(1) Paveway
~1) city of
2424 STUTZ DRIVE
2 DAYS. LABORATORY FROM 06/19/92 TRANSPORTED BY Reed
"F MIX "F. AIR CONTENT ~, SLUMP INCHES
AM/PM. PICK-UP CHARGE: -Y. ES
M,x CODE: UNKNOWN TICKET NO.: UNKNOWN
UNIT WEIGHT PCF
CFICY
YIELD
Mathews Investments Southwest, Inc./Mr. Tim House~__ / )
& Marshall, Inc./Mr. Robert Marshall
Construction/Mr. John Owens
Coppell/Mr. Larry Davis ~NED
1
TEST METHODS: ASTM C31, C~, C 143, C173, C 192, C~t, ORC ~ PAGE
· SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019
1
CONCRETE COMPRESSION TEST REPORT
RE~ NO.: 9 ~. NO.: 824 · 1
PROJECT: Big Cedar Addition
Lynn Court (inlets) Line P-1 and Line
LOCATION: P-4
~H~ECT,ENGINEER: Goodwin & Marshall, Inc.
CON~CTOR: Paveway Construction
reed engineering
GEO¥,-CHNICAL CONSULTAh rs
DATE CAST: 06/17/92
~EClFICATIO~: 3 6 0 0 PS I
UNKNOWN
QUANTITY REPRESENTED:
SAMPLED BY: Contractor
'BY ORDE, OF: contractor
REPORTED TO: Matthews Investments Southwest~TE: 06/24/92 OR~R.UMSER:
(8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28,26 80. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
LABORATORY NUMBER
BCA061701 BCA061702 BCA061703 BCA061704
103,000 106,500
7 7 28 28
3640 3770
3710
METHOD OF CURING: FIELD 2 DAYS, LABORATORY FROM 06/19/92 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT OF MIX 'F, AIR CONTENT cA, 8LUMP
: PICK-UP CHARGE:
TIME OF SAMPLE: AM/PM,
YES
INCHES
SOURCE OF CONCRETE: UNKNOWN
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE:
UNKNOWN
TICKET NO.: UNKNOWN
UNIT WEIGHT
YIELD
PCF
CF/CY
(=S~RIBLLTION:. [~ ) ~atnews investments southwest, Inc./Mr. T~m House~
~ooawln & Marshall., Inc./Mr. Robert Marshall /~ ~//
Paveway Construction/Mr. John.Owens
City of Coppell/Mr. Larry Davis ~,~o-- ....
1
TEST METHODS: ASTM C3% C 39. C 143. C 173. C 192. C 23t. OR C 1064 PAG; OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019
1