Report displays multiple pages because there are more than one of the same test method found:, AGGLP -1

STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 08/06/2020 03:22:47 PM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
 
DIME Sample ID Sampled Added Approved Sample of Testing Facility
2018-10-03-27 2018-10-03 2018-10-24   Aggregate CT SC Sub-unit 3668-105
Sample From Source Ident. Contact
Testing for APP Testing for APP; Testing for APP;
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
APP 0019000052
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)
Fine Aggregate(All)
Percent Crushed Particles
Test Method CT 205
Coarse Aggregate
Fine Aggregate
Sand Equivalent
Test Method CT 217
SE
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
2 ½ in
2 in
5
1 ½ in
5
1 in
5
¾ in
5
½ in
5
⅜ in
5
No.4
5
No.8
5.1
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:
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 08/06/2020 03:22:47 PM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
 
DIME Sample ID Sampled Added Approved Sample of Testing Facility
2018-10-03-27 2018-10-03 2018-10-24   Aggregate CT SC Sub-unit 3668-105
Sample From Source Ident. Contact
Testing for APP Testing for APP; Testing for APP;
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
APP 0019000052
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)
Fine Aggregate(All)
Percent Crushed Particles
Test Method CT 205
Coarse Aggregate
Fine Aggregate
Sand Equivalent
Test Method CT 217
SE
31
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
2 ½ in
2 in
1 ½ in
1 in
¾ in
½ in
⅜ in
No.4
No.8
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:
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 08/06/2020 03:22:47 PM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
 
DIME Sample ID Sampled Added Approved Sample of Testing Facility
2018-10-03-27 2018-10-03 2018-10-24   Aggregate CT SC Sub-unit 3668-105
Sample From Source Ident. Contact
Testing for APP Testing for APP; Testing for APP;
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
APP 0019000052
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)
Fine Aggregate(All)
Percent Crushed Particles
Test Method CT 205
Coarse Aggregate
Fine Aggregate
Sand Equivalent
Test Method CT 217
SE
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
2 ½ in
2 in
3
1 ½ in
3
1 in
3
¾ in
3
½ in
3
⅜ in
3
No.4
3
No.8
3.3
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:
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 08/06/2020 03:22:47 PM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
 
DIME Sample ID Sampled Added Approved Sample of Testing Facility
2018-10-03-27 2018-10-03 2018-10-24   Aggregate CT SC Sub-unit 3668-105
Sample From Source Ident. Contact
Testing for APP Testing for APP; Testing for APP;
DEA Project(EFIS) Number Cooperative Agreement Minor Contract Permit Numbers
APP 0019000052
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)
Fine Aggregate(All)
Percent Crushed Particles
Test Method CT 205
Coarse Aggregate
Fine Aggregate
Sand Equivalent
Test Method CT 217
SE
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
2 ½ in
2 in
1 ½ in
1 in
¾ in
½ in
⅜ in
No.4
No.8
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: