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Testing Report for 2021-02-12-9-4

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

Project Information

Project ID: 215043 DEA: 041W2104 EFIS: 0420000347 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-14.5
Work Description: Repair concrete girder, deck, barrier rail
Location Description: Industrial Blvd OC, NB 880 (bridge 33-0398)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joy Cheung Structure Rep.: Schmitt, Alexander

Sample Information

DIME Sample ID: 2021-02-12-9
TL Number from the TL Form: 195992
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2021
The quantity of what the sample constitutes: 10 cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Jobsite

Material Information

The concrete mix design number: D101C5RS
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 00000000000000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-02-12-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/17/2021
Date Tested: 02/17/2021
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 7130 psi
Maximum load on cylinder 1 206119 lbf
Maximum load on cylinder 2 197985 lbf
Compressive strength of cylinder 1 7266.0 psi
Type of fracture pattern of cylinder 1 4
Compressive strength of cylinder 2 7002.0 psi
Type of fracture pattern of cylinder 2 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 1
Age of specimen 14 days
Age of specimen in hours no data