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Testing Report for 2021-08-03-14-1

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

Project Information

DEA: 040J7104
EFIS: 0414000029
Project ID: 214562
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-1.8/4.4
Work Description: RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location Description: SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fernando Dos Santos
Structure Rep.: Mohan Ayadurai

Sample Information

DIME Sample ID: 2021-08-03-14
TL Number from the TL Form: TL-502
Sample Submitted By Organization: CT Fairfield Construction Office 59-545
Sample Organization Contact: 510-393-9319
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 8/3/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/5/2021
The quantity of what the sample constitutes: 3 Cylinders
A brief description of the sample: Magazine Approach Abut 1
From where was the sample collected: Job Site
Laboratory sample identification: 28
Structure unique identifier: 23-0066
Structure name: Magazine Street OC
The fabricator/manufacturer/facility name: Syar Lake Herman

Material Information

The concrete mix design number: CT072AC5
The truck number from where the sample was collected: 8078
The batch plant ticket number from where the sample was collected: 81143513
Concrete batch plant: Syar Industries Lake Herman
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled: Jobsite Sidewalk
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-03-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/31/2021
Verified Date: 8/31/2021
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:
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: 4.02 in
Average diameter of cylinder 2: 4.02 in
Average diameter of cylinder 3: 4.02 in
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.69 in^2
Cross sectional area of cylinder 3: 12.69 in^2
Compressive strength (to nearest 10 psi): 5590 psi
Maximum load on cylinder 1: 77694 lbf
Maximum load on cylinder 2: 56604 lbf
Maximum load on cylinder 3: 78715 lbf
Compressive strength of cylinder 1: 6121.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 4460.0 psi
Compressive strength of cylinder 3: 6202 psi
Type of fracture pattern of cylinder 2: 2
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: 28 days
Age of specimen in hours: no data