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Testing Report for 2018-08-22-9-1

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

Project Information

DEA: 04013584
EFIS: 0416000289
Project ID: 213267
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-80-8.0/8.3,0.9/1.4
Work Description: Pier Retention
Location Description: In San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Brian Boal
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-08-22-9
TL Number from the TL Form:
Sample Submitted By Organization: CT SC Sub-unit 3676-104
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 8/22/2018
Date that the sample was received by the laboratory/organization performing the testing: 8/24/2018
The quantity of what the sample constitutes: 99 cy
A brief description of the sample: 6 X 12 Concrete Cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Central Concrete

Material Information

The concrete mix design number: 4E01C5S1
The truck number from where the sample was collected: 1428
The batch plant ticket number from where the sample was collected: 18692731
Concrete batch plant: 12
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck
Where the material sample would have been placed if not sampled: Pier 22 Girder Seat
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2018-08-22-9-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 8/28/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 8/28/2018
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:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 4590 psi
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Compressive strength of cylinder 1: 4599.0 psi
Compressive strength of cylinder 2: 4584.2 psi
Maximum load on cylinder 1: 130887 lb
Maximum load on cylinder 2: 130467 lb
Type of fracture pattern of cylinder 1: 1
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: 6 days