Deforest Court-LR020424LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021129.0013
Service Date: April 16, 2002
Client: The Holmes Builders
Attn: Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Da~4, 2002 ~
Projecj,~hgle Family~;~~ ~,~ ~:~'
p~.t.l~l~4021129
Material Information
Contractor: The Holmes Builders
Source of Material:Native - Bldg. P. ad
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 109.4
Optimum Water Content, %: 16.1
ASTM D 698
ASTM D 698
ASTM D 698
ASTM D 698
Sample Information
Sampled By: Green, Phil
Sample Location: NW corner of house pad
Sample Description: Med. brown silty clayey sand
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
35
21
14
Zero Air Voids Curve for assumed specific gravity 2.65
Services- Moisture-Density Relations
Technician: Phil Green
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
Reviewed by:
HBC Engineering
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical
materials.
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CONCRETE COMPRESSIVE S1 .:NGTH TEST
Report Number: 94021129.0005
Service Date: April 16, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Dean Trudell
1406 Halsey Way Suite 100
Carrellton TX 75007
Report Date: April 24, 2002
Project: Single Family Home
632 DeForest Court
Coppell, Texas
Project Number: 94021129
Material Information
specified Strength: 3000 psi ~ 28 Days
Batch Time: 3:25pm Plant: 1
Supplier: Redi-Mix
Truck No: 230
Mix I.D. No.: 914
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 2.0
Concrete Temperature, o F: 84
Ambient Temperature, o F: 84
Plastic Unit Weight, pcf:
Ticket No: 17239
Sample Information
Sample Time: 4:20pm Date Cast: April 16, 2002
Technician: Phil Green
Weather Conditions: Cloudy, warm
Accumulative Yards: 17.5
Placement Method: Crane & Bucket
Sample Locations: Pier #1
Placement Location: Pies
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C- 1064
Laboratory Test Data Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 I 6.00 28.27 04~23/2002 7 79,990 2,830
1 2 6.00 28.27 04/23/2002 7 74,150 2,620
Average 2,730
1 3 05/14/2002 28
I 4 05/14/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Phil Green
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
Reviewed by:
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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