Print Report | Back to Sample Detail

Sample Record for 2025-03-20-40

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

Project Information

Project ID: 995085 DEA: 07322904 EFIS: 0716000059 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-27-0.0/18.6
Work Description: REMOVE EXISTING AC PAVEMENT & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 Livingston Ave, Valencia, CA 91355
Resident Engineer: Ravin Maru Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-03-20-40
TL Number from the TL Form:
Sample Submitted By Organization: Alta Vista Solutions - Whittier
Sample Organization Contact: (510) 542-9827
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/20/2025
The quantity of what the sample constitutes: 20 CY
A brief description of the sample: 6X12 cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-0815-0816-0817
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A

Material Information

The concrete mix design number: 830C396L0A
The truck number from where the sample was collected: Truck 188484
The batch plant ticket number from where the sample was collected: Load 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
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: 2025-03-20-40-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/16/2025
Date Tested: 03/27/2025
Submitted By Organization: Alta Vista Solutions - Whittier
Organization Address: 12409 Slauson Avenue, Suite I,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90606
Organization Email: nicholas.hoffmann@oneatlas.com
Organization Phone: (510) 542-9827
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 5.96 in
Average diameter of cylinder 2 5.95 in
Average diameter of cylinder 3 5.95 in
Average diameter of cylinder 4 5.95 in
Average diameter of cylinder 5 5.95 in
Average diameter of cylinder 6 5.95 in
Cross sectional area of cylinder 1 27.9 in^2
Cross sectional area of cylinder 2 27.81 in^2
Cross sectional area of cylinder 3 27.81 in^2
Cross sectional area of cylinder 4 27.81 in^2
Cross sectional area of cylinder 5 27.81 in^2
Cross sectional area of cylinder 6 27.81 in^2
Compressive strength (to nearest 10 psi) 680 psi
Maximum load on cylinder 1 20128 lb
Maximum load on cylinder 2 18414 lb
Maximum load on cylinder 3 18909 lb
Maximum load on cylinder 4 19110 lb
Maximum load on cylinder 5 18245 lb
Maximum load on cylinder 6 18796 lb
Compressive strength of cylinder 1 721.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 662.1 psi
Compressive strength of cylinder 3 679.9 psi
Compressive strength of cylinder 4 687.2 psi
Compressive strength of cylinder 5 656.1 psi
Compressive strength of cylinder 6 675.9 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 3
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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data0 hours