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Testing Report for 2021-04-15-1-2

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

Project Information

DEA: 030H3424
EFIS: 0317000153
Project ID: 214795
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-22.6
Work Description: REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Howard Giang
Structure Rep.: Brandon Miller

Sample Information

DIME Sample ID: 2021-04-15-1
TL Number from the TL Form: 969224
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: 4/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/15/2021
The quantity of what the sample constitutes: 20 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: UHPC Box Girder Keyway
The fabricator/manufacturer/facility name: Bridgeway Construction

Material Information

The concrete mix design number: Ductal JS1000
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: Mixer
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-15-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/16/2021
Verified Date: 4/16/2021
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: 18 Hour Break
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.00 in
Average diameter of cylinder 2: 3.00 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 3.00 in
Average diameter of cylinder 5: 3.00 in
Cross sectional area of cylinder 1: 7.07 in^2
Cross sectional area of cylinder 2: 7.07 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.07 in^2
Cross sectional area of cylinder 5: 7.07 in^2
Compressive strength (to nearest 10 psi): 16470 psi
Maximum load on cylinder 1: 114885 lb
Maximum load on cylinder 2: 114983 lb
Maximum load on cylinder 3: 117938 lb
Maximum load on cylinder 4: 118802 lb
Maximum load on cylinder 5: 115752 lb
Compressive strength of cylinder 1: 16249.6 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 16263.5 psi
Compressive strength of cylinder 3: 16681.5 psi
Compressive strength of cylinder 4: 16803.7 psi
Compressive strength of cylinder 5: 16372.3 psi
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 1 days
Age of specimen in hours: no data