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STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 10/10/2024 01:12:58 AM VER. dime.15.01
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DIME Sample ID Sampled Added Approved Sample of Testing Facility
2023-10-20-79 2023-10-20 2023-12-05   Aggregate CT D04 - Richmond Field Laboratory
Sample From Source Ident. Contact
Sample pick-up from Plant none; Sample pick-up from Plant ; D20115EA Santiago Sequeira: (510) 385-7641
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
040K1604 0416000044
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
0
Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying
Test Method CT 226
Total evaporable moisture content (in %)
0.2
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
75
Durability Index
Test Method CT 229
Coarse Durability
 
Fine Durability
 
Notes
Grading Analysis
 
Test Method CT 202
Aggregate
Size
Cumulative % Passing
3 in
2 ½ in
2 in
1 ½ in
100
1 in
100
¾ in
84
½ in
45
⅜ in
24
No.4
3
No.8
2
No.16
No.30
No.50
No.100
No.200
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 inch