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Testing Report for 2021-04-05-6-1

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

Project Information

Project ID: 214700 DEA: 030F2804 EFIS: 0312000069 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Saed Masoud Structure Rep.: Ha, Chau

Sample Information

DIME Sample ID: 2021-04-05-6
TL Number from the TL Form: 78932
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: 04/05/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2021
The quantity of what the sample constitutes: 4 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: McConnell Overhead RW2
The fabricator/manufacturer/facility name: Granite

Material Information

The concrete mix design number: 545-1
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: Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-05-6-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/08/2021
Date Tested: 04/08/2021
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:
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 5.96 in
Average diameter of cylinder 2 5.96 in
Cross sectional area of cylinder 1 27.9 in^2
Cross sectional area of cylinder 2 27.9 in^2
Compressive strength (to nearest 10 psi) 2200 psi
Maximum load on cylinder 1 60537 lbf
Maximum load on cylinder 2 62151 lbf
Compressive strength of cylinder 1 2170.0 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 2228.0 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 3 days
Age of specimen in hours no data