DEPARTMENT OF TRANSPORTATION
DIVISION OF ENGINEERING SERVICES
MATERIALS ENGINEERING AND TESTING SERVICES
Concrete Materials Testing Branch
5900 Folsom Blvd.
Sacramento, CA 95819
916-227-7205
Contract # 051H4604 Cty MON Rte 1 PM 63.0
Vendor #
|
Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 051H4604 Cty MON Rte 1 PM 63.0 Vendor # |
|
REPORT OF LABORATORY TESTING |
||||
|
Resident Engineer: |
Arashdeep (Art) Pannu |
Date Reported: |
04/11/2022 |
|
|
Address: |
TL Number: |
C683295 |
||
|
City: |
||||
|
Project Name: REHAB BRIDGE STRUCTURE AND ELECTROCHEMICAL CHLORIDE EXTRACTION. |
||||
|
Prime Contractor: FEC FUTURE CONTRACTORS AND ENGINEERS, INC. |
||||
|
Sample Taken Date: |
03/07/2022 |
Mix Design: |
SikaTop 111 Modified |
|
|
Contractor: Unknown |
Location : MONTEREY COUNTY ABOUT 11.3 MILES SOUTH OF CARMEL AT GARRAPATA CREEK BRIDGE |
|||
|
Structure unique identifier: |
||||
|
Structure name: |
||||
|
Location of Pour: |
||||
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
| Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Compressive strength of cylinder (psi) | Type of fracture pattern of cylinder |
|---|---|---|---|---|---|
| 1 | 4.03 | 12.76 | 83203 | 6520.6 | 4 |
| 2 | 4.02 | 12.69 | 86896 | 6847.6 | 4 |
| 3 | 4.02 | 12.69 | 86287 | 6799.6 | 2 |
DIME Test ID: 2022-03-07-30-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6720
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Spencer Adams
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
| Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
|---|---|---|---|---|---|
| 1 | 4.03 | 8 | 12.7556 | 28 | 5.15 |
| 2 | 4.03 | 8 | 12.7556 | 28 | 5.74 |
| 3 | 4.03 | 8 | 12.7556 | 28 | 5.26 |
DIME Test ID: 2022-03-07-30-2
Number of Specimens: 3
Average Static Modulus of Elasticity: 5.3833
Curing and environmental histories: Type 1 100% Humidity Room Cure
Certified By: Spencer Adams
CTM 550-December 2013: Method for Determining the Surface Abrasion Resistance of Concrete Specimens
| Abrasion loss in grams |
|---|
| 14 |
DIME Test ID: 2022-03-07-30-3
Certified By: Spencer Adams
CTM 417-June 2014: Method of Testing Soils and Waters for Sulfate Content
| Material type | Amount of the analyte in the sample |
|---|---|
| Concrete | 548 |
DIME Test ID: 2022-03-07-30-4
Certified By: Spencer Adams
CTM 422-June 2014: Method of Testing Soils and Waters for Chloride Content
| Material type | Amount of the analyte in the sample |
|---|---|
| Concrete | 13 |
DIME Test ID: 2022-03-07-30-5
Certified By: Spencer Adams
ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
| Specimen | Diameter specimen (in) | Length specimen (in) | Cross sectional area specimen (in^2) | Age specimen (days) | Static Modulus of Elasticity specimen (msi) |
|---|---|---|---|---|---|
| 1 | 4.03 | 8 | 12.7556 | 28 | 5.15 |
| 2 | 4.03 | 8 | 12.7556 | 28 | 5.74 |
| 3 | 4.03 | 8 | 12.7556 | 28 | 5.26 |
DIME Test ID: 2022-03-07-30-6
Number of Specimens: 3
Average Static Modulus of Elasticity: 5.3833
Curing and environmental histories: Type 1 100% Humidity Room Cure
Certified By: Spencer Adams
Test ID: 2022-03-07-30-6: Test performed per CTM 551
|
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing