Rolling Oaks MC-LR080621
Compaction
Test Report
1f CTL I THOMPSON
TEXAS LLC
CLIENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: 06/21/0R PROJECT NUMBER: OAOR1 Ii' non
Phase: 345 REPORT NUMBER: ~ SHEET: -L OF -L
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
UNDER SLAB FILL
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
S' NORTH AND is' EAST OFTHE CURVE NO 1
SWCOFTHECOLUMBARiUMBLDG.---- 5.0 NUC 105.0 18.0 100.6 21.3 96 ----------
9 JOB NO DA08152.lIllO
20' NORTH AND 40' EAST OF THE CURVE NO 1
-sWeen: THE COLUMBARf(jirnf[oif---- 5.0 NUC 105.0 18.0 100.4 21.4 96 _______._____n__
10 JOB NO DA08152.000
10' NORTH AND SO' EAST OF THE CURVE NO 1
11 SWCOF THE COLUMBARIUM BLDCt ---- 4.0 NUC 105.0 18.0 101.1 22.9 96 JOB NO DA08152.000
30' NORTH AND S' EAST OF THE CURVE NO 1
-SWCOF-YHE-COLUMBARflTM-BUjG.- 4.0 NUC 105.0 18.0 101.0 21.0 96 _n_________________.___
12 JOB NO DA08152.000
10' NORTH AND 10' EAST OF THE CURVE NO 1
-'sWc-oFfHE-CO[UI\"-BARilJMBLDG~ -"---...- 3.0 NUC 105.0 18.0 100.3 21.4 96 -----------..-----
13 JOB NO DA08152.lIllO
25' NORTH AND 40' EAST OF THE CURVE NO 1
-.---- ---------
14 SWC OF THE COLUMBARIUM BLDG. 3.0 NUC 105.0 18.0 100.1 21.5 95 JOB NO DA08152.000
S' NORTH AND 5' EAST OF THE CURVE NO 1
-SWC-OF1;HE-CoLUMBARIUMBLOG:--- 2.0 NUC 105.0 18.0 100.7 21.3 96 ------.-----.-.-..---
15 JOB NO DA08152.000
30' NORTH AND 30' EAST OF THE CURVE NO 1
SWC-OF-YHE C(j[UMBARRiMBLDG~------ 2.0 NUC 105.0 18.0 101.3 21.0 96 f---------------
16 JOB NO DA08152.000
10' NORTH AND 15' EAST OF THE CURVE NO 1
-SWCOF THE-COUJMB-ARiUMBLDG.- NUC -~-----------
17 1.0 105.0 18.0 101.4 21.0 97 JOB NO DAOB152.000
1 BELOW SUBGRADE
MOISTURE WITHIN
+3
TO +6
% OF OPTIMUM
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.
ASTM D 698
SPECIFICATIONS:
94
% OF MAXIMUM
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
FIREHOSE
THICKNESS OF LIFT
12
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
9 -18
121 IN OUR OPINION. FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
BF
CTLITHOMPSON TEXAS, LLC
APPROVED BY MICHA
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SCOPE OF
OBSERVATION:
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o PERIODIC. ON CALL BASIS: 0 ;~~;:~CTOR'S OR CLIENT'S REPRESENTATIVE
CHRIS THERIOT
FIELD REPRESENTATIVE
10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111
Compaction
Test Report
-.- CTL I THOMPSON
TEXAS LLC
CLIENT: CITY OF COPPELL
255 PARKWAY BOULEVARD
P.O. BOX 478
COPPELL TX 75019
DATE: 061'1 lOA PROJECT NUMBER: [)AOA1~' 000
Phase: 345 REPORT NUMBER: -L SHEET: -2-. OF --2......
SUBJECT: ROLLING OAKS MEMORIAL CENTER PHASE I
FREEPORT PARKWAY
COPPELL, TX
UNDER SLAB FILL
1 LABORATORY FIELD
TEST TEST MAX DRY COM- SOIL TYPE
NO. LOCATION DEPTH TYPE DENSITY OMC% DENSITY MC% PACTION
FEET PCF PCF %
30' NORTH AND 50' EAST OF THE CURVE NO 1
SWCOFTHECOLUMBARIUMBLOO~----- 1.0 NUC 105.0 18.0 101.2 21.1 96 f-----------
18 J08 NO DAD8152.000
1 BELOW SUBGRADE
MOISTURE WITHIN +3
TO +6
% OF OPTIMUM
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.
ASTM D 698
94
% OF MAXIMUM
SPECIFICATIONS:
TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS:
MOISTURE ADDED BY
FIREHOSE
THICKNESS OF LIFT
12
INCHES
TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS:
CAT 963 LOADER (1)
PROGRESS REPORT
AS REQUESTED, A SITE VISIT WAS MADE TO OBSERVE AND PERFORM COMPACTION AND MOISTURE
TESTING ON MOISTURE CONDITIONED FILL AT THE COLUMBARIUM BUILDING PAD AREA. WE OBSERVED
CONTRACTOR PLACING FILL AND ADDING MOISTURE WITH THE FIREHOSE AND APPLYING COMPACTION
WITH THE LOADER.
o IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
9-18
o IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)
SCOPE OF
OBSERVATION:
O FULL
TIME;
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ENGINEER '~O..(\o,o (I. <"\ ... ~ ~
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10575 Newkirk Street, Suite 780 I Dallas, TX 75220 I Phone: 972-831-1111 '\ Ss ...........~0'.r
\..~<?NAL f(:;._J"
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o PERIODIC, ON CALL BASIS; 0 ;g~I~~CTOR'S OR CLIENT'S REPRESENTATIVE
BF
CTLITHOMPSON TEXAS, LLC
APPROVED BY MICHA
PROJE
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FIELD REPRESENTATIVE
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MAXIMUM DRY DENSITY
105.0
OPTIMUM MOISTURE CONTENT
18.0 % DRY WEIGHT
PCF
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MOISTURE CONTENT - %
Sample Description : CLAY, with sand, dark grayish brown
25 30
LIQUID LIMIT 44 %
PLASTICITY INDEX 25 %
GRAVEL "10
SAND 34 %
SILT AND CLAY 66 %
Compaction
Test Results
FIG. 1
Location
Center of Columbarium Block
Compaction Test Procedure: ASTM 0 698, Method "An
Project Name: Rolling Oaks Memorial Park
JOB NO. DA08152-345
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2
CURVE NUMBER
MAXIMUM DRY DENSITY
100.0
OPTIMUM MOISTURE CONTENT
22.0 % DRY WEIGHT
PCF
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25 30
LIQUID LIMIT 64 %
PLASTICITY INDEX 39 %
GRAVEL 1 %
SAND 15 %
SILT AND CLAY 84 %
Compaction
Test Results
FIG. 2
Compaction Test Procedure: ASTM D 698, Method "A"
Project Name: Rolling Oaks Memorial Park
JOB NO. DA08152-345
.~ CTLITHOMPSON
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5 10 15 20
MOISTURE CONTENT - %
Sample Description : CLAY, with sand and gravel,
gray and grayish brown
Location Fire Lane, 100' North of Freeport Entrance
II. 105
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D.
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c 100
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3
CURVE NUMBER
MAXIMUM DRY DENSITY
119.0
OPTIMUM MOISTURE CONTENT
11.5 % DRY WEIGHT
120
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o 5 10
MOISTURE CONTENT - %
Sample Description: SAND, CLAYEY, orangish brown
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15
20
,;t'
LIQUID LIMIT 21 %
PLASTICITY INDEX 9 %
GRAVEL 1 %
SAND 73 %
SILT AND CLAY 26 %
Compaction
Test Results
FIG. 3
Location
Stock Pile
Compaction Test Procedure: ASTM D 698, Method "A"
Project Name: Rolling Oaks Memorial Park
JOB NO. DA08152-345
1f... CTL I THOMPSON
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