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STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 03/29/2024 08:28:27 AM VER. dime.15.01
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DIME Sample ID Sampled Added Approved Sample of Testing Facility
2014-08-14-31 2014-08-14 2014-08-14   Aggregate CT D08 - Fontana Southern Regional Laboratory
Sample From Source Ident. Contact
Sample was taken at approximately Sta 610 00 from a stockpile where crushing machine was processing ; Sample was taken at approximately Sta 610 00 from a stockpile where crushing machine was processing; Jose Guzman: (909) 829-3029
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
07288014 0700020957
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
49
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
  73
Fine Durability
  56
Notes
Grading Analysis
 
Test Method CT 202
Aggregate
Size
Cumulative % Passing
3 in
100
2 ½ in
100
2 in
100
1 ½ in
100
1 in
100
¾ in
97
½ in
77
⅜ in
62
No.4
41
No.8
28
No.16
21
No.30
16
No.50
12
No.100
8
No.200
5.7
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: