CF-Cozby Library-LR051104Rone Engineering
CLient:
Project:
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
/~.~_...~ Corporate Phone: (214) 630-9745
.cONCRETE COMPRESSIVE STRENGTH TEST
ci, of
Ms. S~ff~i Moino
P~Box 9478
WT Cozby Public Library
177 N Heartz
Coppell, Texas
Report No.: 244076
Project No.: 0510866
Date of Service: 10/26/2005
Report Date: 11/04/2005
Obtain samples of fi'ash concrete at the plac~nent locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: H-B Construction, Inc.
CONCRETE SUPPLIER: LMC
PLANT: NA
SPECIFICATION REQUIREMENTS
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CYLINDER
MARKED
3000 psi ~ 28 Days
4" - 6"
NA
ASTM C-172
ASTM C-31 *~v~
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231 SAMPLE LOCATION:
ASTM C-39
C~[~Comf~ve Cylinder 6"x 12"
DAT AGE DIAMETER AREA
SET NO. TESTED (days) (inches) (sq.in.)
1 1 11/02/2005 7 6.00 28.26
MIX DESIGN 1.D.: NA
PLACEMENT DATE: 10/26/2005
WEATHER CONDITIONS: Sunny
TIME SAMPLED: 3:03pm BATCH TIME: NA
TEMPERATURE (F) - AIR 72 F CONCRETE: 76 F
TRUCK NO: NA TICKET NO: NA
AIR CONTENT (%): NA
OVERALL pLACEMENT LOCATIO¢/
Piers A/I 2, M12.9, and D/14.1
Same as
MAXIMUM COMPRESSIVE
LOAD STRENGTH
Obs. force) (psi)
69170 2450
1 2 11/23/2005 28 0.00
1 3 11/23/2005 28 0.00
1 4 Hold
Water added at site:
5 gallons
ee Report %244075 for technician time.
o.oo
0.00 ,~ /
MEASURED
SLUMP
(inches)
6.0
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Technician: Paul Leigh
Report Distribution:
(1) City of Coppell
(i) City of Coppell
(l) City of Coppell
(1) H-B Construction, Inc.
Started:
Finished:
CMT Operations Manager
one Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Ms. Sherri Moino
PO Box 9478
Coppell TX 75019
Report No.: 243983
Project No.: 0510866
Date of Service: 10/25/2005
Report Date: 11/04/2005
Project:
WT Cozby Public Library
177 N Heartz
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR:
CONCRETE SUPPLIER: Image Concrete
pLANT: WH
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5" - 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
H-B Construction, Inc.
MEASURED
MIX DESIGN I.D.: 13501 SLUMP
PLACEMENT DATE: 10/25/2005 (inches)
WEATHER CONDITIONS: Sunny 7.75
TLMESAMPLED: NA BATCHTIME: 3:57pm
TEMPERATURE (F) - AIR 69 F CONCRETE: 74 E
TRUCK NO: B TICKET NO: 0
AIR CONTENT (%): NA UNITWEIGHT(pcl): NA
OVERALL PLACEMENT LOCATION:
Piers (see ReporL #243982)
SAMPLE LOCATION: C/13.8
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 11/01/2005
1 2 11/22/2005
1 3 11/22/2005
MAXIMUM COMPRESSIVE
AG.~i~IAMETER AREA LOAD STRENGTH FRACTURE
(sq.in.) (lbs. force) ~
~ J (inches) TYPE
,~/ 6.00 28.26 62280 Unbonded Cap
28 0.00 0.00 Unbonded Cap
28 0.00 0.00 Unbonded Cap
1 4 Hold
See Report ~243982 for technician time.
Technician: Paul Leigh
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(l) H-B Construction. Inc
Started:
Finished:
K. Sci t Watson, AET
CMT O )erations Manager
Rone Engineering
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Ms. Sherri Moiao
PO Box 9478
Coppell TX 75019
Report No.: 243921
Project No.: 0510866
Date of Service: 10/24/2005
Report Date: 11/04/2005
WT Cozby Public Library
177 N Heartz
Coppell, Texas
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR:
CONCRETE SUPPLIER: LMC
PLANT: 1
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
5"- 7"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-1231
ASTM C-39
H-B Construction, Inc.
M~X OESIGN LD.: 3274
PLACEMENT DATE: 10/24/2005
WEATHER CONDITIONS: Sunny
TI~IESAMPLED: 4:40pm BATCHTIME: 3:33pm
TEMPERATURE (F) - AIR 71 F CONCRETE: 74 F
TRUCK NO: P~ TICRET NO: 1373648
AIR CONTENT (%): NA vNrr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: Same as above
REPORT OF TESTS
MEASURED
SLUMP
(inches)
4.0
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED DATE
SET NO. TESTED
I 1 10/31/2005
1 2 11/21/2005
1 3 11/21/2005
MAXIMUM
ff IAMETER AREA LOAD
(inches) (sq.in.) (lbs. force)
6.00 28.26 75540
0.00 0.00
~ 28 0.00 0.00
1 4 Hold
Water added at site: 10 gallons
COMPRESSIVE
STRENGTH
FRACTURE
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
See Report #243920 for technician time.
Technician: Paul Leigh
Report Distribution:
(1) City of Coppell
(i) City of Coppell
(i) City of Coppell
(1) H-B Construction, Inc.
Started:
Finished:
CMT Operations Manager