Prestwick-LR011029 (2) '° GEQT'ECHNICAL ENGINEERING
I!
· GEE Consul , Inc.
E · 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. 19 (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
i. Yellowish Brown Sandy Clay w/olive gray & occasional
Test Date: October 24, 2001 limestone Ilia 14.0
2. Light Gray Limestone w/gray sandy clay I06.5 15.7
3. Light Gray & Yellowish Brown Sandy Clay 110.5 14.0
Report Date: October 29, 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
Required Moisture (%): Opt + 5% (Clay); 9. Brown Clay (Lime Treated) 98.9 18.7
10. Reddish Brown Sandy Clay lll.3 13.6
Opt. _+ 3%(Sand) 11. Brown Silty Sand 109.7 11.8
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
Test No. Dry. Density Moisture Compaction
No. (Lbs/CuFt) Content (%)
Probe
Dept
l 1 3' BEG
52 Block B, Lot 3 104. l 8.8 95.0
11 2' BEG
53 Block B, Lot 3 109.0 8.0 * 99.4
6 t~
11 ~' BEG
54 Blocl~ B, Lot 3 1113.7 7.1 * 103.6
6"
11 Final
55 Block B, Lot 3 111.3 7.8 * 101.5
· Test results do not meet project specifications
cc: Mr. BobDelsanter-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
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.
'- GEO~:ECHNICAL ENGINEERING
: GEE C ilanls I
i E [ -ENVIRONMENTAL CONSULTING O~ISH
' 1
E - CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (1214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 20 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e of 1
Material Description Maximum Optimum
Dry Moisture
Density Content
(Lbs/CuFt) Percent
1. Yellowish Brown Sandy Clay w/olive gray & occasional
l lime,stone l 11. l 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 29, 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
Required Moisture (%): Opt +5% (Clav); 9. Brown Clay (Lime Treated) 98.9 18.7
- 10. Reddish Brown Sandy Clay i I 1.3 13.6
Opt. + 3%(Sand) n. Brown Silty Sand 109.7 11.8
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 # 53
56 111.3 6.9 * 101.5
6 ~'
· Test results do not meet project specifications
cc: 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
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 ° GEO-I:ECHNICAL ENGINEERING
GEE Consultants Inc
! ·
E · CONSTRUCTION MATERIALS TESTING
1 0046 Monroe Drive · Dallas, Texas 75229 · (21 4) 352-5433 ° Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: October 29, 2001 Date Concrete Placed: October 18, 2001 Standard 6"x12"
Client: B.A.V. Development, Inc. Area 28.27 Square Inches
Project: Prestwick Court Ctmcrete Report No.: 9
Contractor: H & W Utility Contractors Project .No.: 200-0361
Concrete Supplier and Plant: LMC #6
Location of Placement: Inlets
MATERIALS Source/ SSD .ate, W,s. OBSERVATION DATA
Description ~,Lbs/Cu Yd}
Mix Number: 44 -rime Sample Batched: I)2:32 pm
Cement: Time Sampled: 03:30 pm
Fly Ash: Sample Location: 3 inlets - I west, I cast side & i north directly
of the main road of project site
Coarse Aggregate: Truck/Ticket No: 928/6162559
ll~termediate Aggregate: Temperature:
Fine Aggregate: Ambient Range: 75°F
Concrete Range: 78°F
Admixtures: Slump Range !inches): ~"
1 Weather Conditions: Clear
2 0Time Started: 02:00 pm
Added Water: 0 gallons Time Completed: 05:00 pm
Sample Air Content (%): 3%
Total Cubic Yards Placed: 4
Requir :d Strength (Lbs./sq.in.): 4.200
N utlll',cr Slum? mi. l t I)a,vs I l'csled ~ IAm. ) d l.hs. ir 5q* l l~. )
PRE 33 7 10/25/0l 122,660 4,340
PRE 34 28 11/15/01
PRE 35 28 11/15/01
PRE 36 H HOLD
Test Methods Utilized Fracture Regular
ASTM C-31.C-39,C-143 ?Unless Noted Otherwise) Cylinders Made By: Em
Remarks and/or Distribution:
cc: 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
GEE Consulgangs, Inc. Reviewed by:
All letter~ and reportq are for the exclusive use of th~ client to whom they are address~ and shall not be: reproduced without the thll approval of GEE Consultanls. Inc. Th* use of our name must receive our prior wrxnen approval.
Our letters and reporU apply only to the sample tesled and/or or,served and are not necessarily indicative of the quanlitie~ of apparently identical or similar produc~s.