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Testing Report for 2021-08-06-30-2

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

Project Information

DEA: 041A6614
EFIS: 0415000291
Project ID: 213099
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-8.4
Work Description: CONSTRUCTION ON STATE HIGHWAY IN MARIN COUNTY IN LARKSPUR
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Steven Russell
Structure Rep.: Long Ly

Sample Information

DIME Sample ID: 2021-08-06-30
TL Number from the TL Form:
Sample Submitted By Organization: Disney Construction Inc
Sample Organization Contact: (650) 759-3135
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 8/6/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/9/2021
The quantity of what the sample constitutes: 6 CY
A brief description of the sample: Concrete Mix SL-3172 CE
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Columns F12, F14, F15
The fabricator/manufacturer/facility name: Shamrock Materials Inc

Material Information

The concrete mix design number: SL-3172CE
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck discharge chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-06-30-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 9/3/2021
Capped in accordance with: ASTM C39 - Ground End
Verified Date: 9/3/2021
Submitted By Organization: Disney Construction Inc
Organization Address: 533 Airport Blvd. Suite 120,
Organization City: Burlingame
Organization State: CA
Organization Zipcode: 94010
Organization Email: ibenavente@disneyconstruction.com
Organization Phone: (650) 759-3135
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
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Capped in accordance with?: ASTM C39 - Ground End
Compressive strength (to nearest 10 psi): 5890 psi
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 74230 lb
Maximum load on cylinder 2: 72670 lb
Maximum load on cylinder 3: 75200 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
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: 27 days