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STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 09/25/2020 07:08:31 PM VER. dime.15.01
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DIME Sample ID Sampled Added Approved Sample of Testing Facility
2020-07-30-18 2020-07-30 2020-08-04   Aggregate CT D05 - Field Laboratory
Sample From Source Ident. Contact
At the Plant 91-40-0013; At the Plant; Doug Lambert:
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
051K7904 0519000026
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
99
Fine Aggregate
1e15
Sand Equivalent
Test Method CT 217
SE
30
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
  87
Fine Durability
  42
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
96
½ in
84
⅜ in
78
No.4
63
No.8
48
No.16
33
No.30
23
No.50
18
No.100
13
No.200
9.1
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: 3/4 inch