Rolling Oaks MC-LR081014CTLITHOMPSON
CITY OF COPPELL
255 PARKWAY BOULEVARD Date: 1011412008
P.O. BOX 478 Report ID: K52075 - DA08152.000
COPPELL TX 75019
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: REDI MIX
FREEPORT PARKWAY
Location: BOTTOM OF CURB DRAINAGE AT NE CORNER OF THE JOB SITE
Cast Date: 911212008 Ticket: 59032534 Batch Time: 09:18 Concrete Mix: 340L1504
In -Lab Date: 9/13/2008 Truc Nu 1216 Test Time 10: Specimens Made By: KM
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other ° F ° F Fog Room
Physical Properties of Concrete (ASTM C143, C231, C138, C1064)
Specified Strength (f c) Slump Air Content Density Temperature
4000 psi @ 28 days 4.50 in. 86 deg. F
Compressive Strengths (ASTM C39)
Specimen Age in Diameter Area Max. Load Compressive Percent Type of
Number Days (inches) (sq. inches) (lbs.) Strength (psi) of f'c Fracture
1 7 4.00 12.57 42,510 3380 Cone
2 7 4.00 12.57 40,490 3220 Cone
Average: 3300 83
3 28 4.00 12.57 54,450 4330 Shear
4 28 4.00 12.57 58,760 4680 Shear
Average: 4500 113
......... TF�t
CTL'Tho ps in Texw C �'• ;s * 1 1 r cc RED/ MIX
r J. STUART TODD ARCHITECTS
"" ° " " " " " " " """' I THE FAIN COMPANY
1. HAN+MrRPERG
RICHA D T HAMME i, PEB061 G Q r
SENIOR PRINCIPAL �1•�'�.,•.(r� r�.�' `
11
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
This test report relates only to the items tested and shall not be reproduced, except in full, without the written approval of CTLIThompson
Texas.LLC
Compaction
Test Report
CLIENT S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
11NnFR RI AR FII I
TEST
NO,
LOCATION
i
DEPTH
FEET
TEST
TYPE
LABORATORY
FIELD
COM-
PACTION
/
SOIL TYPE
MAX
DENSITY
PCF
OMC%
DRY
DENSITY
PCF
MC%
17
BUILDI AREA, 20' SOUTH AND 20
1.0
NUC
107.0
18.0
103.0
20.8
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
18
BUILDING AREA, 10 SOUTH AND 60
1.0
NUC
107.0
18.0
102.6
21.1
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
19
BUILDING AREA, 30' SOUTH AND 40
5.0
NUC
107.0
18.0
102.3
21.3
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DDA08255.000
20
BUILDING AREA, 50' SOU AND 80
5.0
NUC
107.0
18.0
102.8
20.9
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NODA08255.000
21
BUILDING AREA, 30' SOUTH AND 10
4.0
NUC
107,0
18.0
102.8
21.0
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
22
BUILDING AREA, 50' SOUTH AN 70 '
4.0
NUC
107.0
18.0
102.4
21.2
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NODA08255.000
23
BUILDING AREA, 30' SOUTH AND 30
3.0
NUC
107.0
18.0
102.5
21.1
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
24
BUILDING AREA, 50' SOUTH A ND 70
3.0
NUC
107.0
18.0
103.1
21.7
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NODA08255.000
SPECIFICATIONS: 94 % OF MAXIMUM ASTM D 698
MOISTURE WITHIN +3 TO +6 % OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY WATER TRUCK
TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS:
CAT 963 LOADER (1); CAT 330 EXCAVATOR (1)
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS
SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO
APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE
TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN
THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS,
THICKNESS OF LIFT 12 INCHES
17 -24
O IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCPE OF FULL CONTRA
OBSERVATION: ❑ TIME, Q PERIODIC, ON CALL BASIS, Z ADVISEDCTOR'S OR CLIENT'S REPRESENTATIVE
CHRIS THERIOT
FIELD REPRESENTATIVE
BF
C
APPROVED BY
SENIOR PRINCIPAL
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
CTL THOMPSON
11'
DATE: 1 O /14 PROJECT NUMBER: DADS 5i5i ()()n
Phase: 34 REPORT NUMBER: 3 SHEET: I OF _2
SUBJECT RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
...................... *,
0610 '� Q "
4 11 AL
Compaction
Test Report
CLIENT. S.E. CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
UNDER SLAB FII I
TEST
NO.
LOCATION
DEPTH
FEET
TEST
TYPE
LABORATORY
FIELD
P AOM ON
%
SO TYPE
MAX
DENSITY
PCF
OMC°/
DENSITY
PCF
MC%
SPECIFICATIONS: 94 % OF MAXIMUM ASTM D 698
MOISTURE WITHIN +3 TO +6 % OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY WATER TRUC
TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS:
CAT 963 LOADER (1); CAT 330 EXCAVA (1)
THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF
OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS
SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO
APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE
TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR
OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN
THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR
OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS.
THICKNESS OF LIFT
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING FOR THE
UNDER SLAB FILL. WE OBSERVED THE CONTRACTOR EXCAVATING, PLACING FILL, ADDING MOISTURE
AND COMPACTING WITH THE LOADER. WE ADVISED THE CONTRACTOR TO ADD MOISTURE TO THE
AREAS REPRESENTED BY TEST NOS. 17 AND 20 AND NO RETESTS WERE REQUIRED.
17 -24
❑✓ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
❑ IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCPE OF FULL CONTRA
OBSERVATION: ❑ TIME ✓❑ PERIODIC, ON CALL BASIS, Z ADVISEDCTOR'S OR CLIENT'S REPRESENTATIVE
CHRIS THERIOT
FIELD REPRESENTATIVE
BF
CTLITH TEXAS, Lh( ° �/, • , -
APPROVED BY RICHARD-HAMMER
SENIOR PRINCIPAL
INCHES
F. *
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10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
• •
W REXAS-LLC
DATE: 10//4108 PROJECT NUMBER: DAOH r%x; 0O0
Phase: 34 REPORT NUMBER: 3 SHEET: - 2 OF _2
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL,TX