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Testing Report for 2020-12-18-3-1

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

Project Information

DEA: 010F3104
EFIS: 0115000108
Project ID: 214873
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-39.8
Work Description: REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location Description: DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Karen Sanders
Structure Rep.: Brian Cinkutis

Sample Information

DIME Sample ID: 2020-12-18-3
TL Number from the TL Form: 926080
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: 12/18/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/21/2020
The quantity of what the sample constitutes: 16 Cylinders
A brief description of the sample: 3x6 UHPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: McCullough Construction Inc

Material Information

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

Test Information

DIME Test ID: 2020-12-18-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 12/22/2020
Verified Date: 12/24/2020
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: Specimen 2 broke outside the acceptance range and was not included in the average. The corrected average strength of the two specimens is 14730 psi.
Test Result Compliance:
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: 2.98 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.01 in
Cross sectional area of cylinder 1: 6.97 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.12 in^2
Compressive strength (to nearest 10 psi): 10160 psi
Maximum load on cylinder 1: 10155 lb
Maximum load on cylinder 2: 100000 lb
Maximum load on cylinder 3: 106014 lb
Compressive strength of cylinder 1: 1457.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 14144.3 psi
Compressive strength of cylinder 3: 14889.6 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: 1
Correction factor for cylinder 3: 1
Age of specimen: 4 days
Age of specimen in hours: no data