Big Cedar-LR 920508reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 4 JOB .dB 2 4. i
PROJEcT:Big Cedar Addition
L~^T~TA 2+40 Leigh Street
ARCHUECT~NGINEE~oodwin & Marshall, Inc.
~TRACToR:Paveway Constr~ction
· 06/05/92
RE~m~DTOMatthews Investments Southwest D^~05/15/92
DA~ C~5/08/92
BPECIFlCAT10~. 0 0 0 PS I
QUANITrY REPRESENTED:9/15 0 yds
~MPLED BVB. Steadman
'BY ORDEN ~Contractor
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA*28.2~ ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSh
TYPE BREAK: CONICAL (U.N.O.)
BCA050801 BCA050802
104,500 138,500
7 28
3700 4900
REMARKS: Does comply with Specification
LABORATORY NUMBER
BCA050803
140,500
28
4970
4940
METHOD OF CURING: FIELD 1
TEMPERATURE: AMBIENT 62 "F MIX
TIME OF SAUPLE.~ 0: 2 0 ~U,
DAYS, LABO~TORY FROM 05/09/92 TRANSPORTED BY Reed
70 'F, A~R CONTENT 5 ~, 10 ~.
SOURCE OF CONCRETE~id_cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 6SK
SLUMP
PICK-UP CHARGE:
TICKET NO.: 2 5 8 4 7 1
UNIT WEIGHT
YIELD
INCHES
--NO
PCF
CF/CY
~STR UTIOE (2) Macnews investments soutnwes=, inc./Mr. Tim uouse
(1] Goodwin & Marshall, Inc./Mr. Robert Marshall
(1) Paveway Construction/Mr. John Owen
~1) City of Coppell/Mr. Larry Davis
81GNED
i 2
TEST M~rHO~S: ASTM C ~, C ~, C ~.~, C ~, C ~, C a~, OR C ~0~ PAG~ OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.: 4
P~ECT: Big Cedar Addition
STA 2+40 Leigh Street
LOCATION:
ARCHITECT~NGINEER:Goodwin & Marshall, Inc.
CONTRACTOR: Paveway Construction
,E~RTEDTO: Matthews Investments Southwest DATE:05/15/92
reed engineering
CONCRETE COMPRESSION TEST REPORT
JOB NO.~24 · 1
GEOTECHNICAL CONSULTANTS
~ C~ST: 05/08/92
BPEC~: 4000 PS I
QUANTITY REPRESENTED:. 9/150 yds
~M~D BY:B. Steadman
BY ORDER ~: Contractor
ORDER NUMBER:
{6 x 12 INCH) NOMINAL CYLINDER BIZE: AREA-2~.2~ SQ. 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
BCA050801 BCA050802 BCA050803
104,500
7 28 28
3700
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 6 2 "F M~X 7 0 °F,
TIME OF SAMPLE: 1 0: 2 0 AM~M,
05/09/92 TRANSPORTED BY Reed
AIR CONTENT 5 ° 10 ~, SLUMP
PICK-UP CHARGE:
INCHES
~O
SOURCE OF CONCRETE: Mid-Cities Ready Mix
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE: 6SK
TICKET NO.: 258471
UNIT WEIGHT PCF
YIELD CF/CY
-- /Mr. ' ' --
TR ' (2) m~thew~ investments ~°utnwes~' ~nc' Z~~~.
(f~ ~6~win & Marshall, Inc./Mr. Robert Marshall
(1) Paveway Construction/Mr. John Owen
~ city of Coppell/Mr. Larry Davis
SIGNED
1 2
TEST METHODS: ASTM C 31, C39, C 143, C 173. C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019
REPORT NO.: ~
PROJECT: Big Cedar Addition
STA 0+50 Lynn Court
LOCATION:
ARCHITECT/ENGINEER:Goodwin & Marshall, Inc,
C~TRACTOR: Paveway Construction
RE~,TED To: Matthews Investments Southwest ~TE:05/15/92
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
JOB H0.,~24 · 1
DATE CAST: 05/08/92
SPECIfICATiON: 4000 PS I
QUAN11TY REPRESENTED: 117/150 yds
~PLEDaY:B. Steadman
sY ORDER OF: Contractor
ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 ~Q. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH. PSh
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
BCA050804
105,500
7
3730
LABORATORY NUMBER
BCA050805
28
BCA050806
28
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 70 oF M~X 78 °F,
TIME OF SAMPLE: 0 3: 4 5 ~,
05/09/92
mURCE OF CONCRETE: Mid_cities Ready Mix
PINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
M~ CODE: 6SK
TRANSPORTED BY Reed
AIR CONTENT 5.00 M,. SLUMP
PICK-UP CHARGE:
TICKET NO.: 2 5 8 5 4 6
UNIT WEIGHT
YIELD
5 INCHES
PCF
CFICY
. House
(2) ~4a~hews ~nvestments ~outhwesc, Inc./Mr Tim ~~
(f)STR~O~lwin & Marshall, Inc./Mr. Robert Marshall ~
(1) Paveway Construction/Mr. John Owen
(1) city of Coppell/Mr. Larry Davis °
SIGNED
2 2
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 10~1 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019