Prestwick-LR010815· GEOTECHNICAL ENGINEERING
E - ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
L· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 15, 2001 Date Concrel~ Placed: August 7, 2001 Standard 6"x12"
Cliem: B.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 3
Con~ctor: H & M Utilities Project No.: 200-0361
Concrete Supplier and Plant: Latt~more Materials #7
Location of Placemem: Iu]ets
MATERIALS so~ sso ~, w~. OBSERVATION DATA
Mix Number: 44 Time Sample Batched: 03:45 pm
Cement: Time Sampled: 04:30 pm
Fly Ash: Sample Location: North end of project
Track/Ticket No: 757/7106160
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 95°F
Fine Aggregate: Concrete Range: 109°F *
Admixtures: Slump Range (inches): 0"
I Weather Conditions: Cloudy
0Time Started: 02:30 pm
2 Time Completed: 06:00 pm
Added Water: 45 gallons betbre sample; unknown after Sample Air Content (%): N/A
Total Cubic Yards Placed: 6
Requil ~l Strength (Lbs./sq.di.): 4,000
PRE 9 3 08/10/01 73,860 2,610
PRE 10 28 09/04/01
PRE I1 28 09/04/01
PRE 12 H HOLD
ASTM C-31.ca9,c-143 /Unless Noted Other~vis~l Cylinders Made By: R.E
Remarks and/or Distribution: * Superintendent w/HAW Utility notified of temperature
· * Superintendent & City Inspector w/HAW Utility notified of slump
Mr. Bob Delsanter - B,A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - HAW Utility Contractor
·
GEOTECHNICAL ENGINEERING
E o ENV[RONMENTALCONSULTING GEE Consulta ls, Inc.
E ~ · CONSTRUCT]ON MATERIALSTESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: August 15, 2001 Date Concrete Placed: August 6, 2001 Standard 6"x12"
Cliem: B.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 2
Contractor: H & M Utilities Project No.: 200-0361
Concrete Supplier and P!antl ' Lattilllore Materials #7
Location of Placemem: ]filets
MATERIALS so.~ sso B.~ w~. OBSERVATION DATA
Mix Number: 44 Time Sample Bataped:
Cement: Time Sampled:
Fly Ash: Sample Location:
Truck/Ticket No:
Coarse Aggregate: Temperature:
intermediate Aggregate: Ambient Range: 97°F
Fine Aggregate: Concre~ Range: 96°F
Admixtures: Slump Range (inches): 2~"
Weather Conditions: Partly Cloudy
I 0Time Started: 02:00 pm
2 Time Completed: 05:00 pm
Added Water: 10 gallons Sample Air Content (%): 2%
Total Cubic Yar~s Placed: 6.5
02:48 pm
03:26 pm
Stonewick Ln. - Station 4+30
1125/7106056
Requil M Strength (Lbs./sq.th.): 4,000
PRE 5 4 08/10/01 137,460 4,860
PRE 6 28 09/03/01
2V:"
PRE 7 28 09/03/01
PRE 8 H HOLD
ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: AS
Remark~ and/or Distribution:
cci
Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
Reviewed by:
-~ · ENGINEERING
GEOiECHNICAL
E ENVIRONMENTAL CONSULTING
GEE Consul ts, Inc.
L- CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 17 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e ! of 1
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Prestwick Court (Lbs/CuFt) Percent
1. Yeilowish Brawn Sandy Clay w/olive gray & occasional
Test Date~ August 8, 2001 limentone 111.1 14.0
2. Light Gray Lhnentone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Dace: August 15, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 105,3 18.0
5. Brown Silty Clay 98.3 20.2
6. Brown Clayey Sand 116.2 11.6
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 99.~1 20.8
Required Moisture (%): Opt +5% (Clay);
Opt. :i: 3%(Sand)
Mat LocationJElevalion (and/or) Lift In-Place [n-Place Percent
No. Dry Density Moisture Compaction
No.
Probe
Dept
I 2' BEG
45 Stonewick La. - Station 0+75 106.8 16.5 96.1
i 1' BEG
46 Stonewick Ln. - Station 0+70 113.9 14.5 102.5
1 Final Linc - Stonewick Ln.
47 Station 0+65 107. i 14.1 96.4
Test results meet project specifications
cc: Mr. Bob Delsanter - B.A.V. Developmem, Inc. Mr. Rodaey Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
letters and reports apply only to the sample tested ami/or observed, and are not necessarily indicative of the qoantitles of apparently identical or similar products.