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STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/03/2021 11:32:43 PM VER. dime.15.01
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DIME Sample ID Sampled Added Approved Sample of Testing Facility
2019-05-10-22 2019-05-10 2019-06-04   Aggregate CT - Southern Regional Laboratory
Sample From Source Ident. Contact
Existing Subbase ; Existing Subbase Jose Guzman: (909) 829-3029
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
080K2934 0812000100
Sodium Sulfate Soundness
Test Method CT 214
Type
 
Sieve Size (in)
INDIVIDUAL % LOSS
2 ½ X 2
2 X 1 ½
1 ½ X 1
1 X ¾
¾ X ½
½ X ⅜
⅜ X No. 4
Coarse Aggregate(All)ppp
Fine Aggregate(All)
Percent Crushed Particles
Test Method CT 205
Coarse Aggregate
Fine Aggregate
Sand Equivalent
Test Method CT 217
SE
9
Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Method CT 226
Total evaporable moisture content (in %)
Los Angeles Rattler
Test Method CT 211
Grade
100 Revs
500 Revs
Relative Mortar Strength
Test Method CT 515
Ratio (%)
Organic Impurities
Test Method CT 213
Satisfactory?
Debris?
Cleanness Value
Test Method CT 227
2 ½ X 1 ½
1 ½ X ¾
1 X No.4
Mix(1 ½ Max)
Mix(2 ½ Max)
Single Size
Durability Index
Test Method CT 229
Coarse Durability
 
Fine Durability
 
Notes
Grading Analysis
 
Test Method CT 202
Aggregate
Size
Cumulative % Passing
3 in
100
2 ½ in
100
2 in
100
1 ½ in
99
1 in
99
¾ in
98
½ in
98
⅜ in
98
No.4
97
No.8
95
No.16
92
No.30
86
No.50
78
No.100
67
No.200
54
5um
-
1um
-
SPECIFIC GRAVITY
Test Method CT 206, 207, 208
Retained No.4
Passing No. 4
SSD SG
SSD SG
Apparent SG
Apparent SG
Bulk OD SG
 
 
% Absorption
% Absorption
REMARKS: Primary Aggregate Nominal Size: 1-1/2 inch