ST9801-LR000428 9200 King Arffiur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.:
Project:
Location:
Report No.:
1520COP03
Coppell Road Paving & Drainage
Paving Subgrade
36
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFt/ PROCTOR
NO. OF DEPTH TEST
TEST NO.
NUMBER
89 04/28/00 Coppell Rd. at Sta. 44+50, Westbound Lane
90 04/28/00 Coppell Rd. at Sta. 46+00, Center Lane
91 04/28/00 Coppell Rd. at Sta. 47+50, Eastbound Lane
92 04/28/00 Coppell Rd. at Sta. 49+00, Westbound Lane
TESTS PERFORMED BY: Mohammed Kashem
REMARKS:
PROCTOR NO.:
SPECIFICATION:
DISTRIBUTION:
1 - 118.5 pcf@ 10.9% Moisture
6479 - 106.2 pcf@ 17.2% Moisture
6519 - 110.5 pcf @ 10.4% Moisture
6805-122.0 pcf@ 10.6% Moisture
6911 - 115.0 pcfat 15.0% Moisture
6912 - 122.5 pcfat 10.5% Moisture
6915 - 120.0 pcfat 9.5% Moisture
95% Compaction @ -2% to +2% Moisture
City of Coppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 6915 114.5 8.8 95.4
Grade 6915 117.1 8.6 97.6
Grade 6915 119.9 8.2 99.9
Grade 6915 114.2 8.4 95.2
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167
OR D 2937
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF THE ~ TO WHOM THEY ARE ADDR, ESSED, AND APPLY ONLY TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECE~gARILY INDICATIV~ OF TIE QUALITY OF AI~AI~NTLY IDENTICAL OR SB41LAR SAMPL~,~
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
I I T T
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/6314380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 36
RESULTS OF FIELD DENSITY TESTS
TEST DATE RETEST TEST LOCATION LIFT/ PROCTOR
NO. OF DEPTH TEST
TEST NO.
NUMBER
89 04/28/00 Coppell Rd. at Sta. 44+50, Westbound Lane
90 04/28/00 Coppell Rd. at Sta. 46+00, Center Lane
91 04/28/00 Coppell Rd. at Sta. 47+50, Eastbound Lane
92 04/28/00 Coppell Rd. at Sta. 49+00, Westbound Lane
TESTS PERFORMED BY: Mohammed Kashem
PROCTORNO.:
1 - 118.5 pcf@ 10.9% Moisture
6479 - 106.2 pcf@ 17.2% Moisture
6519-110.5 pcf@ 10.4% Moisture
6805 - 122.0 pcf@ 10.6% Moisture
6911 - 115.0 pcfat 15.0% Moisture
6912 - 122.5 pcfat 10.5% Moisture
6915 - 120.0 pcfat 9.5% Moisture
SPECIFICATION: 95% Compaction @ -2% to +2% Moisture
DISTRIBUTION: City of Coppell - Larry Davis
FIELD FIELD PERCENT
DENSITY MOISTURE OF
PCF % SPECIFIED
COMPACTION
Grade 6915 114.5 8.8 95.4
Grade 6915 117.1 8.6 97.6
Grade 6915 119.9 8.2 99.9
Grade 6915 114.2 8.4 95.2
TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167
OR D 2937
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTECH
~~8C',,LT'/Eqlllm'lal Gl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4,380
Mr. Kenneth Griffin, P.E.
City of Coppell
255 Parkway Boulevard
Post Office Box 478
Coppell, Texas 75019-4409
Project No.: 1520COP03
Project: Coppell Road Paving & Drainage
Location: Paving Subgrade
Report No.: 37
RESULTS OF CEMENT TREATED BASE FIELD GRADATIONS
TEST DATE RETEST TEST LOCATION LIFT/ PERCENT PERCENT
NO. OF DEPTH PASSING PASSING
TEST 13/4" No. 4
NUMBER SIEVE SIEVE
8 04/28/00 - Coppell Rd. at Sta. 50+50, Westbound Lane Grade 100% 81.6%
9 04/28/00 ' Coppell Rd. at. Sta. 52+00, Eastbound Lane Grade 100% 84.3%
TESTS PERFORMED BY: Mohammed Kashem
REMARKS:
DISTRIBUTION: City of Coppell - Larry Davis
TEST METHODS: TEX 101E
4 .
746
PAGE ~OF 1
OUR LETTERS AND REPORTS ARE FOR THE EXCLUSIVE USE OF Tl'ffi CLIff TO WHOM TIg~Y ARE ADDRESSED, AND APPLY ONLy TO THE SAMPLES TESTED.
TEST RESULTS ARE NOT NECESSARILY INDICATIVE OF T}ffi QUALITY OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES
THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITHOUT THE APPROVAL OF STANTF, CH
T' I" T r