SS9901-LR040713Construction Materials Testing
and Environmental Consulting
Texas
CMT,
IBC.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www ,texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 13, 2004
City of Coppell
July 6, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-012>
Moisture Report No. 4
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 3.9 percent
Maximum Density ......................................... 104.8 pounds per cubic foot
Rammer Type ............................................. Manual
Material Description ....................................... 3/8" Crush Stone
Material Origin ........................................... Manhole
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. N/P
Plastic Limit ............................................. N/P
Plasticity Index ........................................... N/P
Technician: AT
Mr. Rick O'Dell - City of Coppell
Mr. Ted B. Sugg - Turner Collie & Braden, lnc
Mr. Sam Montoya - S.J. Louis Construction of Texas LTD (Retests-densities)
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352.6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 13, 2004
City of Coppell
July 6, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-0125
Moisture Report No. 3
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 17.7 percent
Maximum Density ......................................... 106.6 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Gray Sandy Clay w/limestone
........................................................ fragments
Material Origin ........................................... Station 3+50 - on median island
......................................................... 5' below grade
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 34
Plastic Limit ............................................. 18
Plasticity Index ........................................... 16
Percent Passing No. 200 U.S. Sieve ........................... 71
Technician: AT
Mr. Rick O'Dell - City of Coppell
Mr. '['ed B. Sugg - Turner Collie & Braden, Inc.
Mr. Sam Montoya - S.J, Louis Construction of Texas LTD. (Retests-densities)
on y o he sampe es ed and/or observed, and are no necessarily indicative ot Ihe quantities ol apparentl) ~dentical or sim/lar products
Construction Materials Testing
and Environmental Consulting
Texas
CMT,
Inc
10044 Monroe Drive Dallas, Texas 75229 (214) 352~6957
Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 13, 2004
City of CoppeU
July 6, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-0125
Moisture Report No. 2
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 18.6 percent
Maximum Density ......................................... 106.9 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Tan Brown Sandy Clay
Material Origin ........................................... Station 3+50 - 2½' below grade
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 49
Plastic Limit ............................................. 16
Plasticity Index ........................................... 33
Percent Passing No. 200 U.S. Sieve ........................... 84
Technician: AT
Mr. R~ck O'DelI - City of Coppell
Mr. Ted B. Sugg - ] urner Collie & Braden, lnc
Mr Sam Montoya - S.J. Louis Construction of Texas LFD (Retests-densities)
only to the sample tested and/or observed, and are not necessarily indicam e of the quantities of apparently identical or similar products
Construction Materials Testing
and Environmental Consulting
Texas
CM%
Inc.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 w~vw .texascmt.com
REPORT OF CONCRETE MIX OBSERVATION
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
July 13, 2004
City of Coppell
Deforest Lift Station, Coppell
Guzman Construction
LMC #3
Date Concrete Placed. June 15, 2004
MATERIALS
OBSERVATION DATA
Mix Number: 1701 Time Sample Batched: 03:18 pm
Cement: Time Sampled: 03:53 pm
Sample Lecation: Manhole bottom
Fly Ash: Truck/Ticket No: 1046/3179037
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 86°F
Fine Aggrcgale: Concrete Range: 91 °F
Slump Range (inches): 1%"
Admixtures: Weather Conditions: Cloudy
I fime Starled: 0100 pm
2 Time Completed: 05:30 pill
Added Water: 0 gallons Sample Air Content (%): 3.5%
Total Cubic Yards Placed: 8
Requin d Strength (Lbs./sq in 3,600
DLS 1 7 06/22/04 120,600 4,270
DLS 2 28 07/13/04 151,860 5,370
DLS 3I 28 07/I 3/04 ,55,8u0 ~..,, 0
DLS 4 ] H HOLD
Remarks and/or Dislribution:
Mr Rick O'Dell - City ol Coppell
Mr. 'Fed B. Sugg - Turner Collie & Bradcn, Inc.
Mr Sam Monloya - S.J. Louis Conftruction &Texas LTD (Retests-densities)
Reviewed by: