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Sample Record for 2024-02-15-17

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

Project Information

Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2024-02-15-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/16/2024
The quantity of what the sample constitutes: 104 CY
A brief description of the sample: 7.18sk 1AGG
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Hwy 41 Soil Nail Wall
The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Sanger

Material Information

The concrete mix design number: ND22023
The truck number from where the sample was collected: 9221
The batch plant ticket number from where the sample was collected: 111337568
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Dischard from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-02-15-17-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/20/2024
Date Tested: 02/20/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
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
Compressive strength (to nearest 10 psi) 3840 psi
Maximum load on cylinder 1 48120 lb
Maximum load on cylinder 2 47470 lb
Maximum load on cylinder 3 49340 lb
Compressive strength of cylinder 1 3828.2 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3776.5 psi
Compressive strength of cylinder 3 3925.2 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 5
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 5 days
Age of specimen in hours 0 hours