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Testing Report for 2017-08-30-2-6

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 211162 DEA: 044G4504 EFIS: 0412000477 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-780-7.07
Work Description: REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE
Location Description: LAUREL STREET OC
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jolie Schneider Structure Rep.: De La Torre, Joe

Sample Information

DIME Sample ID: 2017-08-30-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: Caltrans Vallejo Field Laboratory
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/30/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2017
The quantity of what the sample constitutes: 15
A brief description of the sample: 3 in UHPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Lefarge

Material Information

The concrete mix design number: Unknown
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant: Onsite
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: UHPC buckets
Where the material sample would have been placed if not sampled: UHPC Grout for Bent Cap to Column
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2017-08-30-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/01/2017
Date Tested: 09/01/2017
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Additional Comments When Verified:

Submitted Test Results

Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 3.01 in
Average diameter of cylinder 2 3.01 in
Average diameter of cylinder 3 1.00 in
Cross sectional area of cylinder 1 7.12 in^2
Cross sectional area of cylinder 2 7.12 in^2
Cross sectional area of cylinder 3 7.12 in^2
Compressive strength (to nearest 10 psi) 19260 psi
Maximum load on cylinder 1 132386 lb
Maximum load on cylinder 2 138377 lb
Maximum load on cylinder 3 143922 lb
Compressive strength of cylinder 1 18593.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 19435.0 psi
Compressive strength of cylinder 3 19720 psi
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 no data
Correction factor for cylinder 3 no data
Age of specimen 13 days
Age of specimen in hours no data