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Sample Record for 2023-02-10-35

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

Project Information

Project ID: 993490 DEA: 051M4604 EFIS: 0519000154 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-44.5
Work Description: CONSTRUCT RETAINING WALL, WIDENING SHOULDER AND PLACE HMA. Highway 1 at Coastlands Rd Soldier Pile Wall.
Location Description: MONTEREY COUNTY NEAR BIG SUR AT 1.0 MILE SOUTH OF PFEIFFER CANYON BRIDGE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Arashdeep Pannu Structure Rep.: Alex Naime

Sample Information

DIME Sample ID: 2023-02-10-35
TL Number from the TL Form: 213677
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 02/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
The quantity of what the sample constitutes: 3 4x8 concrete cylinders
A brief description of the sample: Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Coastlands Wall 1
The fabricator/manufacturer/facility name: Granite Rock Sand City

Material Information

The concrete mix design number: 572590R
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: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: RCP backing
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-02-10-35-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/13/2023
Date Tested: 03/13/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.03 in
Average diameter of cylinder 2 4.03 in
Average diameter of cylinder 3 4.03 in
Cross sectional area of cylinder 1 12.76 in^2
Cross sectional area of cylinder 2 12.76 in^2
Cross sectional area of cylinder 3 12.76 in^2
Compressive strength (to nearest 10 psi) 6140 psi
Maximum load on cylinder 1 76560 lb
Maximum load on cylinder 2 80190 lb
Maximum load on cylinder 3 78460 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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 31 days
Age of specimen in hours no data0 hours