St Joseph-LR020925FIELD DENSITY TESTING
Report Number: 94021187.0114
Service Date: September 18, 2002
ENGINEERING
8901 Carpenter Frwy:, Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel
Field Test Data Probe
Test LiE/ Mat. Depth
No. Test Location Elevation No. (inches)
Storm Sewer Backfill @ SW cor. of
Project next to Bore Pits
803 Sra. 1+15, W side of pipe 3' BEG 1 6
804 Sta. 1+15, E side of pipe 3' BEG 1 6
805 Sta. 1+20, W side of pipe 2' BEG I 6
806 Sta. 1 +20, E side of pipe 2' BEG I 6
807 Sta. 1 +15, W side of pipe 1' BEG 1 6
808 Sta. 1 +15, E side'of pipe 1' BEG I 6
Datum: BEG = below existing grade
17.6
107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pct') (% compaction)
18.2 107.1 99
18.9 106.4 99
18.5 107.5 100
17.9 108.1 100
17.6 107.1 99
18.4 105.9 98
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID:
_.- %,,:...'.-?
LYNDON J. COX
Technician: B~an C. Hughes
Repo~ Distribution: ~ HBC E~neeri~
(~) s~. Jo,.,~ vi,.g., ~... 0) ci~ o~ copp~, Engi.~.,.g
(1)Agui~eCo~ration (1)StAndr~s~nagement Reviewed by: ~ ~ ~ ~
(1) Centex - Jobsite (1) St Andrews Mana~ment ~ Lyndon ~.~x, P.fi. /
(1) City of Cop~ll - Bldg Insp ~ Princi~l[E~gineer
The tes~ were pedormed in general accordance with appli~ble ASTM, ~SHTO, or DOT test me~s. This repoK is exclusively f~ the use of the client
indicated above and shall not be reproduced except in full without ~e wdtten approval of Teffacon. Test results tmnsmiffed herein are only applicable
to the actual samples tested at the location(s) referenced and am not necessadly indi~tive of the pmpe~ies of other apparently similar or identical
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94021187.0120
Service Date: September 20, 2002
8901 Carpenter Fr,,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: September 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.211870001 ASTM D 698 Med brown silty clay w/gravel
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
Storm Sewer Backfill @ SW cor. of
project
809 Sra. 1+19, future connection to Star Leaf 3' BEG 1 6
Street
810 Sta. 1+20, future connection to Star Leaf 2' BEG I 6
Street
811 Sra. 1+20, future connection to Star Leaf 1' BEG 1 6
Street
Datum:BEG = below existing grade
17.6
107.9 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
18.7 105.2 97
19.2 104.8 97
18.4 106.0 98
Comments:
Test results on this report meet project specification.
Services. Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 2077
~'*..' ~ '-.*'0,
,, ,','NDoN J. cox
,, -. 66401 :~..
,o'~.,". - .--, -'c'~-
..........
Field Results Reported To: Contractor/Forest w/Centex ",=~./0~/^1.
Technician: Bryan C. Hughes
Report Distribution: ~ HBO Ela,flineeri,~
(1) St. Joseph Villa§e, Inc. (1) C:ity of Coppel~ Engineedng /.~./ ~ /' '~
(1)Aguirre Corporation (1) StAndrews Management Reviewed by' ~~ , ~
(1) Centex - Jobsite (1) St Andrews Management ' J' ~ , , ~L ~ _/'
~ Lyndon J./~ox, P.E.
(1) City of Coppell - 61dg Insp -- Principal E~gineer
/
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclus'wely 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 heroin 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.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
Report Num.'ber: 94021187.0111
Service Date: September 17, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter FnNy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 6:39am Plant: 31
Supplier: TXI
Truck No: 136
Mix I.D. No.: 45
Ticket No: 3210394
Sample Information
Sample Time: 7:25am Date Cast: September 17, 2002
Technician: Jose A~ Martinez
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: 10' E of NW cot; of Bldg.
Placement Location: Cottage Bldg. #8 Slab-on-Ground
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.0 3-5 ASTM C-143
Air Content, %: 1.6 N/A ASTM C-231
Concrete Temperature,° F: 82 ASTM C1064
Ambient Temperature, o F: 69 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches)_(sq. inches..) Tested (days)
1 1 6.00 28.27 09/24/2002 7
I 2 6.00 28.27 09/24/2002 7
Average
1 3 10/15/2002 28
1 4 10/15/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
84,330 2,980
82,670 2,920
2,950
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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. Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0111
Service Date: September 17, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:10am Plant: 31
Supplier: TXI
Truck No: 32
Mix I.D. No.: 45
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 3210688
Sample Information
Sample Time: 9:45am Date Cast: September 17, 2002
Technician: JoseA. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 15' W of SE cor. of Bldg.
Placement Location: See page 1
Result Specification Test Method
5.0 3-5 ASTM C-143
1.6 N/A ASTM C-231
85 ASTM C1064
79 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 09/24/2002 7 87,650 3,100
2 2 6.00 28.27 09/24/2002 7 86,610 3,060
Average 3,080
2 3 10/15/2002 28
2 4 10/15/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
.- ~...- ~, ..~
[ LYNDON J. COX
, ~. ~0 ~ ...~
Technician: Jose A. Madinez
Repod Distribution: ~ HBC~Engineeri~/j
(1) St. Joseph Village, Inc. (1) Ci~ of Cop.il Engineering ~ a ~' /~ /
(1)StAndrews Management Reviewed by: /~~~,
(1(1) Agui~e Corporation) Centex - Jobsite (1) St Andrews Management - ~ Lyndon/JlCox.P.E. /
(1) Ci~ of Coppell - Bldg Insp ~ Princi~ci~alJEal Engineer
The tes~ were pedormed in genera~ accordance ~th applicable ASTM, ~SHTO, or DOT test methods. This repeal is exclusivel~r the use of the client
indicated above and shall not be repr~uced ex.pt in full without ~e written approval of Teffa~n. Test results transmitted herein are only applicable
to the actual samples tested at the Io~tion(s) referenced and are not necessarily indi~tive of the propeKies of other apparently similar or identical,
materials. Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0115
Service Date: September 17, 2002
Client: St. Joseph. Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERING
8901 Carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 25, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 2:06pm Plant: 7
Supplier: LMC
Truck No: 1045
Mix I.D. No.: 842
Ticket No: 7120842
Sample Information
Sample Time: 2:30pm Date Cast: September 17, 2002
Technician: Gerry B. Graham
Weather Conditions: FaidPartly cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: 20' S & 20' W of NE cor. of Culvert
Placement Location: Box Culvert @ Main N Entrance, Bottom
Slab
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
3.75 3-5 ASTM C-143
4.2 3-6 ASTM C-231
96 ASTM C1064
97 ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Set Specimen Diameter Area Date
No. ID (inches) (sq, inches) Tested
I 1 6.00 28.27 09/24/2002 7 96,870 3,430
1 2 6.00 28.27 09/24/2002 7 100,800 3,560
Average
1 3 10/15/2002 28
I 4 10/15/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
~~%--;
-= ..... LYNDON J. COX
~'": /-.AA f~ 1 .'~: ~
,, ..o.'.. u,~,v- ~ ...~..~..
Technician: Ger~ B. Graham
Repo~ Distribution: ~ HDC En~eerin~
(1)Ci~ofCoppeltEngin~dng ~ ~ ' I t /
(1) St. Joseph Village, Inc. (1) St And~ Management Reviewed by: ~ ~ ~' ~
(1) Aguiffe Co.ration
(1) Centex - Jobsite ~ ~ ~r~c~ ~g~ ~ ....
The tests were pedo~ed in general accordan , ~SHTO, or DOT test meth~s. This repo ~s ex the chent
indicated above and shall not be reprodu~d except in full without the written approval of Termcon. Test resul~ transmitted herein are only applicable
to the a~ual samples tested at the location(s) referenced and are not necessarily indicative of ~e prope~es of other apparently similar or identical
materials. Page 1 of 1