PA0101-LR021003ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dollars, TexOS 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: JMC CONSTRUCTION
McKINNEY, TEXAS
PROJECT:
COPPELL TRAIL SECTIONS
COPPELL, TEXAS
DATE: 10/03/02
OUI~ REPORT NO:
02660-27
TECHNICIAN: M.W. TEMPERATURE RANGE: 85 TO 90
WEATHER: CLEAR ~
['HE ALPHA TECHNICIAN TF~VELED TO THE ABOVE REFERENCED PROJECT'SITE TO MONITOR ON-GOING
NORK AND PERFORM FIELD TESTING AS REQUESTED. ~
/
NHIL~ ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
iAMPLE WAS OBTAINED FROM THE FOLLOWING LOCATION:
STATION #0+50 ON TRAIL #1
'IM COLE WAS INFORMED 01~ ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
SCHRICKEL, ROLLINS AND ASSOCIATES, INC.
THE CITY OF COPPELL
Respectfull
Our test results and reports are for the exclusive use of the c~ient (and their designated re(~p~ents on file in our office) and shall
ALPHA The use of our name and test results must receive our written approval Teat results and reports apply only to the satori
ubmitted,
be reproduce(~ andl distnbuteQ except with express approval of
!es tested and/or obse ed. and are no~ ~ndlCative of the quahhes ol
Geotechnical Engineering 0 Construction Materials Testing 0 Environmental Engineering 0 Consulting
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 10
Dallas, Texas 75229
(972) 620-8911
Tested For: JMC CONSTRUCTION
ATTN: MARIA BONILLA
9893 WEST UNIVERSITY DRIVE, SUITE # 119
MCKINNEY, TX 75071
Fax Number: (972) 529-9394
Project Dasc: COPPELL TRAIL SECTIONS
DENTON TAP ROAD AND NATCHES TRACE
Concrete Compression Test
Report
Our Report No.: 02660-11
Issue Date: 10/03/2002
FIELD DA TA
Placement Location:
Date Placed:
Time Placed:
Slump (A~TM C-143):
Air Content:
Air Temperature:
Specimen Temperature:
Date Received:
Delivery Method:
Field Data Submitted By:
Mix Data Submitted By:
SIDEWALK, STATION 27+00 OF TRAIL #3
9/20/02
10:30 AM
5.0
4.5 (ASTM C-173)
80
85
9121/02
PICKED UP BY ALPHA
RUNEWICZ, DANIEL
LMC
Plant Number: 3-3600
Delivery Ticket No.: 3150997
Made By: ALPHA
Cured Specification: ASTM C-31
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Cap Date Age Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
1 LAB C-617 9~27~02 7 12 N/A 6 28.27 87620 3090
2 LAB 10/18/02 28 12 N/A 6 28.27 0
3 LAB 10/18/02 28 12 N/A 6 28.27 0
Specifications: 28 3000
Results to Date: N/A
Notas:
CC:
JMC CONSTRUCTION, SCHRICKEL, ROLLINS AND ASSOCIATES, INC,, THE CITY OF COPPELL
Respectfully Submitted By: ,,//// of Alpha Testing, Inc.
Our test results and reports are fo~ the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or distributed
except with express approval of ALPHA. The use of our name and test results must receive our wdtten approval. Test results and reports apply only to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
· Ge~te~n!~l.~Englneering Construct. ion Materials Testing ~ Environmental Engineering Consulting 19661
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 10
Dallas, Texas 75229
(972) 620-8911
Tested For: JMC CONSTRUCTION
ATTN: MARIA BONILLA
9893 WEST UNIVERSITY DRIVE, SUITE # 119
MCKINNEY, TX 75071
Fax Number: (972) 529-9394
Project Desc: COPPELL TRAIL SECTIONS
DENTON TAP ROAD AND NATCHES TRACE
Concrete Compression Test
Report
Our Report No.: 02660-12
Issue Date: 10/03/2002
FIELD DA TA
Placement Location:
Date Placed:
Time Placed:
Slump (ASTM C-143):
AJr Content:
Air Temperature:
SIDEWALK, STATION 25+00 OF TRAIL #3
9/20/02
12:30 PM
4.5
4.0 (ASTM C-173)
85
Specimen Temperature: 87
Date Received: 9/21/02
Delivery Method: PICKED UP BY ALPHA
Field Data Submitted By: RUNEWICZ, DANIEL
Mix Data Submitted By: LMC
Plant Number: 3-3600
Delivery Ticket No.: 3151009
Made By: ALPHA
Cured Specification: ASTM C-31
CYLINDER COMPRESSION TEST RESUL TS
Lab Cure Cap Date A4;le Avg. Avg. Avg Depth/ Area: Max
No.: Type: Spec: Tested: (Days): Length Width Diameter Sq. In. Load: PSI:
4 LAB C-1231 9/27~02 7 12 N/A 6 28.27 93940 3320
5 LAB 10/18/02 28 12 N/A 6 28.27 0
6 LAB 10/18/02 28 12 N/A 6 28.27 0
Specifications: 28 3000
Results to Date: N/A
Notes:
CC:
JMC CONSTRUCTION, SCHRICKEL, ROLLINS AND ASSOCIATES, INC., THE CITY OF COPPELL
Respectfully Submitted By: /fj~/ of Alpha Testing, Inc.
Our test results and reports are for the exclusive use of the Client (and their designated recepients on file in our office) and shall not be reproduced and/or distributed
except with express approval of ALPHA, The use of our name and test results must receive our wdtten approval. Test results and reports apply onry to the samples
tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Da#os, Texos 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
JMC CONSTRUCTION
McKINNEY, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/03/02
PROJECT
COPPELL TRAIL SECTIONS
COPPELL, TEXAS
OUR REPORT NO.: 02860-29
TEST DATA:
TEST ~ ELEV. , SqlL ID OPTtMUM MAXIMUM LAB tN PLACE IN PLACE PERCENT
NO, DATEDEPT~ NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
22 10/03/02 FG 1 17.0 108 15.5 112 104 1-C
23 10/03/02 FG 1 17.0 108 16.8 97 90 1 -BC
24 10/03/02 FG 1 17.0 108 14.8 113 105 1-C
TEST LOCATION:
22 SIDEWALK SECTION 3 AT STATION #2+00
23 SIDEWALK SECTION 3 AT STATION #5+00
24 SIDEWALK SECTION 3 AT STATION #7+00
CC: SCHRICKEL, ROLLINS AND ASSOCIATES, INC. · THE CITY OF COPPELL
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS .~
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS ~ ~,,~.~"/~..,,,(~r~,--~
4 CEMENT TREATED D. RETEST ~'-,~'ALP~:~~ - ~
Our lesl resulls & reporls are tot the exclusive use of Ihe Clie~l (and their designated recipients on tile in our office) and shall not be reproduced and/or distributed excepl ~approval of ALPHA The use
of our name & les1 reSults musl receive our written approval Tesl results & reports apply only to the samples tested and/or observed, and are not indicalive of Ihe qualities of apparenlly identical er s~mllar specimens
Geotechnical Engineering /;~ Construction Materials Testing /7? Environmental Engineering /;" Consulting