Rolling Oaks MC-LR081015•pip
CC
•
T E X A S L L C
CITY OF COPPELL Date: 10/15/2008
255 PARKWAY BOULEVARD
P.O. BOX 478 Report ID: K52093 - DA08152.000
COPPELL TX 75019
Report of Concrete Compressive Strength Tests
Project: ROLLING OAKS MEMORIAL CENTER PHASE I Supplier: REDI MIX
FREEPORT PARKWAY
Location: HEAD WALL AND SLOPE AT LINE A, STA. 0 +00 AND LINE B, STA. 0 +00
Cast Date: 911612008 Ticket: 13622126 Batch Time: 09:23 Concrete Mix: 340L1504
In -Lab Date: 911712008 Truck Number: 1015 Test Time: 10:15 Specimens Made By: DC
Initial Curing Final Curing
Curing Method: Min. Temp: Max Temp: Curing Method:
Other o F o 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 3.00 in. 2.1% 82 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
55,700 4430
Shear
2 7 4.00 12.57
57,020 4540
Shear
Average: 4480 112
3
28
4.00
12.57
72,760
5790
Wedge
4
28
4.00
12.57
75,680
6020
Columnar
Average: 5900 148
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THE FAIN COMPANY
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SENIOR PRINCIPAL f1 1 �=
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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
W gTE X A S L L C
DATE: 1 (11/1.5/111111 PROJECT NUMBER. DAnH 5 i 5 i OOO
Phase: 34 REPORT NUMBER: 4 SHEET: I OF 2
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL, TX
UNDER RI AR FII I
TEST
NO.
LOCATION
q
DEPTH
FEET
TEST
TYPE
LABORATORY
FIELD
COM-
PACTION
%
SOIL TYPE
MAX
DENSITY
PCF
OMC%
DRY
DENSITY
PCF
MC%
25
BUIL DING AREA, 30' SOUTH AND 30
OF
2.0
NUC
107.0
18.0
103.0
21.7
96
CURVE NO 2
EAST NW CORNER
JOB NO DA08255.000
26
BUILDING AREA, 50' SOUTH AND 70
2.0
NUC
107.0
18.0
102.6
21.0
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
27
BUILDING AREA, 30' SOUTH AND 40
1.0
NUC
107.0
18.0
103.1
21.5
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
28
BUILDING AREA, 40' SOUTH AND 75
1.0
NUC
107.0
18.0
102.3
21.0
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NODA08255.000
29
BUILDING AREA, 70' SOUTH AND 10
5.0
NUC
107.0
18.0
102.0
21.1
95
CURVENO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
30
BUILDING A REA, 100' S AN 70
5.0
NUC 1
107.0
18.0
102.5
20.8
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NODA08255.000
31
BUILDING AREA, 65' SOUTH AND 40
4.0
NUC
107.0
18.0
102.4
20.9
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
32
BU AREA, 90' SOUTH AN 65
4.0
NUC
107.0
18.0
103.1
21.4
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NoDA08255.000
33
BUILDING AREA, 60' SOUTH AND 40
3.0
NUC
107.0
18.0
102.6
20.8
96
CURVE NO 2
EAST OF THE NW CORNER
JOB NO DA08255.000
SPECIFICATIONS: 94 % OF MAXIMUM ASTM D 698
MOISTURE WITHIN +3 TO + % 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
25-33
a 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)
SCOPE OF FULL CONTRACTOR'S OR CLIENT'S REPRESENTATIVE w r
OBSERVATION: ❑ TIME, ✓❑ PERIODIC, ON CALL BASIS, Z ADVISED _ CHRIS 'tr ; "" "•.'
rte- � • * i
CHRIS THERIOT
.*
XAS, L "'
�•
FIELD REPRESENTATIVE CTLITHOMPSON TE '" •••
APPROVED BY RIC AR D41AMMER ;'PE• "••••••: ....
BF SENIOR PRINCIPAL t�� .... .Q
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 -831 -1111 111 4 111 , FS .,Cry5Et1,.:
Compaction
Test Report
CLIENT: S.E CEMETERIES OF TEXAS
523 S. MAIN STREET
GRAPEVINE TX 76051
- CTL I THOMPSON
DATE' 1O /15 /OE PROJECTNUMBER: DAOS255.O00
Phase: 345 REPORT NUMBER: 4 SHEET: 2 OF 2
SUBJECT: RESTLAND FUNERAL HOME
ROLLING OAKS MEMORIAL CENTER
COPPELL,TX
llNnFR SI AR Fill 1
TEST
i
LABORATORY
FIELD
MAX
DENSITY
PCF
OMC%
DENSITY
PCF
MC%
NO.
LOCATION
DEPTH
FEET
TEST
TYPE
PA TIO N
%
SOIL TYPE
BUILDING AREA, 90' SO AND 80
CURVE NO 2
34
EAST OF THE NW CORNER
3.0 1
NUC
107.0
18.0
102.9
21.6
96
JOB NO DA-8255.o00
SPECIFICATIONS: 94 % OF MAXIMUM ASTM D 698
MOISTURE WITHIN +3 TO +6 % OF OPTIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
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,
MOISTURE ADDED BY WATER TRUCK THICKNESS OF LIFT 12 INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1); CAT 330 EXCAVATOR (1)
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING FOR
MOISTURE CONDITIONED FILL PLACEMENT. WE OBSERVED THE CONTRACTOR EXCAVATING, PLACING
FILL, ADDING MOISTURE AND COMPACTING WITH THE LOADER. WE ADVISED THE CONTRACOTR TO
APPLY ADDITIONAL MOISTURE TO THE AREAS OF TEST NOS. 30,31 AND 33 AND NO RETESTS WERE
REQUIRED.
25-33
❑✓ 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, 2) ADVISEDCTOR'S OR CLIENT'S REPRESENTATIVE
CHRIS THERIOT
FIELD REPRESENTATIVE
BF
CTL ITH O MPSON TEXAS, YL
APPROVED BY RICH, MI
SENIOR PRINCIP
10575 Newkirk Street, Suite 780 1 Dallas, TX 75220 1 Phone: 972 - 831 -1111
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