ST9302-LR010321TERRA -MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALL4S AUSTIN FORT WO,IRTH HOUSTON LONGVIEW
11050 Ables Lane, Dallas, Texas 75229 Phone. 972-488-8800 FAX'972- 488 -8080
REPORT OF THACKERVILLE (NEW PLANT) SAND
DISTRIBUTION:
CLIENT: Lattimore Materials Company LMC - Gary Lee
PROJECT! Quarterly Aggregate Testing
REPORT DATE: 3/21101
TMI REPORT #: DCO1- 017 -002W
Materials Finer than the #1200 Sieve in Mineral Aggregates by Washing - TEX -406 -A
Percent Passing #200 Sieve: 2.1 Required: Less Than 5
Sieve Analysis of Fine and Coarse Aggregates - TEX - 401 -.A
Sieve Cumulative Required
Size % Relained % Retained
3/8"
0
#4
1
#8
13
#16
28
#30
44
#50
75
#100
95
#200
97.7
0
0 -5
0 -20
15 -50
35 -75
65 -90
90 -100
97 -100
Remarks-.
Sample #: 7730
Page i of i
Jason B. Allen, ET
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TM;.. Results apply only to above tests_
Test Result Required
Procedure
Fineness Modulus:
2.56 2.30 to 3.10
Bulk Specific Gravity:
2.61
(TEX - 403 -A.)
Bulk Specific Gravity (SSD):
2.65
(TEX- 403 -A)
Percent Absorption:
1.4
(TEX - 403 -A)
Dry Rodded Unit Weight (Ibs /ft)
107.2
(TEX- 404 -A)
Acid Insoluble Residue:
62 60 Minimum
(TEX- 612 -J)
Sampled By: Client
Tested by: Matt Moody/Don. Bel
Date Samplcd: 3 11101
Date Tested: 3!15101
Sample Description: Light Bmwn Sand (Denton Blended Sand)
Material Use: Concrete Fine Aggregate
Remarks-.
Sample #: 7730
Page i of i
Jason B. Allen, ET
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TM;.. Results apply only to above tests_
TERRA -MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS AUSTIN FORT WORTH HOUSTON LONGV7$W
11050 Abler Lame, Dallas, Texas 75219 Phone-972- 488 -8800 FAX-972 -488 -8080
REPORT OF BRIDGEPORT 1" x #4
DISTRIBUTION:
CIJENT: Lattimore Materials Company LMC - Gary Lee
PROJECT: Quarterly Aggregate Testing
REPORT DATE. 2121i01
TMI REPORT #: DCO 1-0 1 7-002D
Materials Finer than the #200 Sieve in Mineral Aggregates by Washing - ASTNJ C -117
Percent Passing #200 Sieve:
0.4
Required. Less Than i
Sieve Analysis of Fine and Coarse Aggregates - ASTM C -136
Sieve
Cumulative
Required
Size
% Passing
%Passing (Size ##57)
l 1 /2"
100
100
1"
96
95 -100
112"
40
25 -60
#4
4
0 -10
#8
1
0 -5
Test Result
Procedure
Loss by L A- Abrasion (Grade B)
27
(ASTM C -131)
Bulk Specific Gravity:
2.66
(ASTM C -128)
Bulk Specific Gravity (SSD):
2 -68
(ASTM C -128)
Percent Absorption:
0.9
(ASTM C. -128)
Dry Rodded Unit Weight (lbs/ft
100.1
(ASTM C -29)
Sampled By: Cli Vested by, Matt Nloody/Don Bell
Date Sampled: 311101 _ Date Tested: 3/12/01
Sample Description: Gray Crushed Limestone (Bridgeport 1" x 1/4
Material Use'. Concrete Coarse Aggregate
Remarks
IN
Sample #: 7695
Page t of 2 Jason B. Alien, ET
Project Manager
Note 'Phis report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TW Results apply only to above tests.