Prestwick-LR011030 G' ° QEOTECHNICAL ENGINEERING
:[i' GEE Consu inc.
iE~ .CONSTRUCTIONMATERIALSTESTING
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. 22 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e of 3
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dr~ Moisture
Density Content
Project: Prestwick Court (Lbs/CuFt) Percent
I. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: October 26, 2001 (p.m.) limestone 111.1 14.0
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: October 30, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 103.3 18.0
' ' 98.3 20.2
5. Brown Silty Clay 116.2 11.6
6. Brown Clayey Sand 99.4 20.8
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 95.9 22.5
8. Light Brown Clay (Lime Treated)
98.9 18.7
9. Brown Clay (Lime Treated) Ill.3 13.6
Required Moisture (%): Opt +5% (Clay); 10. Reddish Brown Sandy Clay 109.7 ll.8
Opt. +3%(Sand) 11. Brown Silty Clay
12. Reddish Brown Clayey Sand 117.5 11.2
13. Reddish Brown Sandy Clay 111.2 13.7
Mat Location/Elevation (and/or) Lilt hi-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (LbslCuFt) Content (%)
No.
Probe
Dept
11 Retest of Test No. 53 & 56 & 57
63 106.6 11.9 97.2
6"
11 Retest of Test No. 54 & 58
64 106.2 12.9 96.8
0"
12 Retest of Test No. 55 & 59
65 113.4 11.6 96.5
6"
11 2' Below Existing Grade
66 Block B, Lot 2 104.6 10.4 95.3
4"
11 1' Below Existing Grade
67 Block B, Lot 2 107.1 14.2 97.7
i 1 Final Lift
68 Block B, Lot 2 105.6 13.8 96.2
4"
Test results meet project specifications
GEE CONSULTANTS, INC.
DALLAS, TEXAS
(214) 352-5433
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
DensityReport No. 22 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e 2 of 3
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moismre
Density Content
Project: Prestwiek Court (Lbs/CuFt) Percent
1. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: October 26, 2001 (p.m.) limestone in.1 14.0
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: October 30, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 103.3 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 99.4 20.8
8. Light Brown Clay {Lime Treated) 95.9 22.5
9. Brown Clay (Lime Treated} 98.9 18.7
Required Moisture (%): Opt +5% (Clay); 10. Reddish Brown Sandy Clay 111.3 13.6
Opt. +3%(Sand) 11. Brown Silty Clay 109.7 tl.8
~ 12. Reddish Brown Clayey Sand 117.5 11.2
13. Reddish Brow:; Sandy Clay 111.2 13.7
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Dept
11 1' Below Existing Grade
69 Block B, Lot 1 110.6 14.0 100.8
11 Final Lift
70 Block B, Lot I 107,8 13.9 98.3
4"
11 Retest of Test #60
71 107,7 12.5 98.2
6"
13 Final Lift
72 Block A, Lot 12 108.2 14.5 97.3
6"
13 1' Below Existing Grade
73 Block A, Lot 11 t08.3 15.8 97.4
6"
11 Final Lift
74 Block A, Lot 11 105.2 13.9 95.8
6"
Test results meet project specifications
GEE CONSULTANTS, INC.
DALLAS, TEXAS
(214) 352-5433
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 22 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e of 3
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Prestwick Court (Lbs/CuFt) Percent
I. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: October 26, 2001 (p.m.) Ihnestone Ilia 14.1}
2. Light Gray Limestone w/gray sandy clay 106.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: October 30, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 103.3 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 99.4 20.8
8. Light Brown Clay (Lhne Treated) 95.9 22.5
9. Brown Clay (Lime Treated) 98.9 18.7
Required Moisture (%): Opt +5% (Clay); to. Reddish Brown Sandy Clay 111.3 13.6
Opt. +3%(Sand) H. Brown Silty Clay t09.7 11.8
-- 12. Reddish Brown Clayey Sand 117.5 11.2
13. Reddish Brown Sandy Clay I 11.2 13.7
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFt) Content (%)
Probe
Dept
11 Retest of Test No. 61
75 105.3 12.0 96.0
12 Retest of Test No. 62
76 112.5 10.7 95.7
13 Ist Lift
77 Block A, Lot 3 107.0 15.0 96.2
6"
12 1St Lift
78 Block A, Lot 2 116.1 9.0 98.8
6"
10 Ist Lift
79 Block A, Lot 1 114.8 13.5 103.1
4"
Test results meet project specifications
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Robert Hodges - Angelo Iafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval.
Our letters and reports apply only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar
products.
G l · GEOTECHNICAL ENGINEERING
E° ENVIRONMENTAL CONSULTING[ GEE Consultants, Inc.
E · CONSTRUCTION MATERIALS TESTING
10046 ,Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax ,1214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 30, 2001 Date Concrete Placed: October 19, 2001 Standard 6"x12"
Client: B.A.V. Development. Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 10
Contractor: H & W Utility Contractors project No.: 200-0361
Concrete Supplier and Plant: LMC //6
Location of Placement: Inlets
MATERIALS s ..... ! SSD Batch WIs. OBSERVATION DATA
Description ~ Lbs/CuYd)
Mix Number: 44 Time Sample Batched: 03:15 pm
Cement: Time Sampled: 03:50 pm
Fly Ash: Sample Location: 3 inlets at Prestwick Court Rd.
Concrete gutter & Inlet entrance
Coarse Aggregate: Truck/Ticket No: 1120/6162705
Intermediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 83°F
Concrete Range: 80°F
Admixtures: Slump Range (inches): 2"
i Wea~er Conditions: Clear
2 0Time Started: 02:00 pm
Added Water: 3 gallons Time Completed: 05:30 pm
Sample Air Content (%): 6%
Total Cubic Yards Placed: 8.5
Requi~ ;d Strength (Lbs./sq.in.): 4,200
I
I
-;,cc;me, ',lca.,.med ',ge I Date Tota~ Loaa C~,mpress~'.e ";Iremuh
PRE 37 7 10/26/01 113,400 ~-,010
PRE 38 28 11/16/01
2"
PRE 39 28 I. 1/16/01
PRE 40 It I4OLD
Test Methods Utilized Fracture Regular
ASTM C-31,C-39.C-143 (Unless Noted Otherwisel Cylinders Made By: EA
Remarks and/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, hlc.
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc. '
Mr. Larry Davis- City of Coppell
Mr. Robert Hodges - Angelo Lafrate Construction, L.L.C.
Mr. Royce Carter - H&W Utility Contractor
~EE Consultants, Inc. R~vi~w~d by:
i G oGEOTECHNICALENGINEERING
· GFF Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
1 0046 Monroe Drive · Dallas, Texas 75229 · (21 4) 352-5433 · Fax ~21 4) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 30, 2001 Date Concrete Placed: October 22, 2001 Standard 6"x12"
Client: B.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Concrete Report No.: 11
Contractor: H & W Utility Contractors project No.:200-0361
Concrete Supplier and Ham: LMC #6
Location of Placement: Headwall
MATERIALS s ..... , SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 44 Time Sample Batched: 02:58 pm
Cement: Time Sampled: 04:l0 pm
Sample Location: Headwatl at end of cul-de-sac at river level
Fly Ash: Truck/Ticket No: 1091,'6162775
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 86°F
Fine Aggregate: Concrete Range: 87°F
Slump Range (inches): ~4"
Admixtures: Weather Conditions: Partly Cloudy
I 0Time Started: 02:00 pm
2 Time Completed: 05:15 pm
Added Water: 0 gallons Sample Air Content (%): NA
Total Cubic Yards Placed: 3.0
Requi, 'd Strenl~th (Lbs./sq.in.): 4.200
~;r, ectmen ! Measured.\.,.,e Date Fora[ Load Compressive Strength Remarks
PRE 41 7 10/29/01 l 19,780 4,240
PRE 42 28 11/19/01
3~"
PRE 43 28 11/19/01
PRE 44 H HOLD
Test Methods Utilized Fracture Regular
ASTM C-31.C-39.C-143 (Unless Noted Otherwise) Cylinders Made By: RG
Remarks and/or Distribution:
cc: Mr. Bob Delsanter - B.A.V. Development, Inc.. C' -'~" '
Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis - City of Coppell
Mr. Robert Hodges - Angelo Lafrate Construction, L.L.C,
Mr. Royce Carter - H&W Utility Contractor
GEE Consultants, Inc. Reviewed by: - ·
letters and reports apply only to the sample tested and/or observed and are no~ neceSSarily indicauve of the quantifies of apparently idenUCal or similar products.