Report displays multiple pages because there are more than one of the same test method found
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
| DIME Sample ID | Sampled | Added | Approved | Sample of | Testing Facility | |
| 2023-02-09-23 | 2023-02-09 | 2023-02-12 | Aggregate | CT D07 - Plant Services | ||
| Sample From | Source Ident. | Contact | ||||
| Conveyor Belt | 91-33-0061; Conveyor Belt; RRM17066 | Victor Zengler: (562) 345-3126 | ||||
| DEA | Project(EFIS) Number | Cooperative Agreement | Minor Contract | Permit Numbers | ||
| 07210624 | 0719000068 | |||||
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 |
|
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 |
100
|
|
⅜ in |
92
|
|
No.4 |
17
|
|
No.8 |
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: Primary Aggregate Nominal Size: 3/8 inch | ||
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
| DIME Sample ID | Sampled | Added | Approved | Sample of | Testing Facility | |
| 2023-02-09-23 | 2023-02-09 | 2023-02-12 | Aggregate | CT D07 - Plant Services | ||
| Sample From | Source Ident. | Contact | ||||
| Conveyor Belt | 91-33-0061; Conveyor Belt; RRM17066 | Victor Zengler: (562) 345-3126 | ||||
| DEA | Project(EFIS) Number | Cooperative Agreement | Minor Contract | Permit Numbers | ||
| 07210624 | 0719000068 | |||||
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 |
|
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 |
94
|
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: Primary Aggregate Nominal Size: 3/8 inch | ||
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
| DIME Sample ID | Sampled | Added | Approved | Sample of | Testing Facility | |
| 2023-02-09-23 | 2023-02-09 | 2023-02-12 | Aggregate | CT D07 - Plant Services | ||
| Sample From | Source Ident. | Contact | ||||
| Conveyor Belt | 91-33-0061; Conveyor Belt; RRM17066 | Victor Zengler: (562) 345-3126 | ||||
| DEA | Project(EFIS) Number | Cooperative Agreement | Minor Contract | Permit Numbers | ||
| 07210624 | 0719000068 | |||||
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 |
|
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 |
100
|
|
No.4 |
98
|
|
No.8 |
81
|
|
No.16 |
59
|
|
No.30 |
35
|
|
No.50 |
15
|
|
No.100 |
5
|
|
No.200 |
3
|
|
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: 3/8 inch | ||
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
| DIME Sample ID | Sampled | Added | Approved | Sample of | Testing Facility | |
| 2023-02-09-23 | 2023-02-09 | 2023-02-12 | Aggregate | CT D07 - Plant Services | ||
| Sample From | Source Ident. | Contact | ||||
| Conveyor Belt | 91-33-0061; Conveyor Belt; RRM17066 | Victor Zengler: (562) 345-3126 | ||||
| DEA | Project(EFIS) Number | Cooperative Agreement | Minor Contract | Permit Numbers | ||
| 07210624 | 0719000068 | |||||
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 |
87
|
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: Primary Aggregate Nominal Size: 3/8 inch | ||
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION - 5900 Folsom Blvd. Sacramento CA 95819
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
Report Card Printed at 12/22/2024 03:46:09 AM VER. dime.15.01
NOTE: Please print the report in Landscape mode.
| DIME Sample ID | Sampled | Added | Approved | Sample of | Testing Facility | |
| 2023-02-09-23 | 2023-02-09 | 2023-02-12 | Aggregate | CT D07 - Plant Services | ||
| Sample From | Source Ident. | Contact | ||||
| Conveyor Belt | 91-33-0061; Conveyor Belt; RRM17066 | Victor Zengler: (562) 345-3126 | ||||
| DEA | Project(EFIS) Number | Cooperative Agreement | Minor Contract | Permit Numbers | ||
| 07210624 | 0719000068 | |||||
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 |
|
Method of Test for Determination of Moisture Content of Soils and Aggregates by Oven Drying |
|
|
Test Method CT 226
|
|
Total evaporable moisture content (in %) |
7.1
|
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: Primary Aggregate Nominal Size: 3/8 inch | ||