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Sample Record for 2024-12-05-71

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Project Information

Project ID: 995193 DEA: 07356604 EFIS: 0719000026 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R10.2/20.2
Work Description: LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Jerome Arabe Structure Rep.: Tien Chu

Sample Information

DIME Sample ID: 2024-12-05-71
TL Number from the TL Form: NA
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: 12/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2024
The quantity of what the sample constitutes: 10 CY
A brief description of the sample: A set of 6 LCB RS cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-3762-3763-3764
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: N/A

Material Information

The concrete mix design number: VCTS675
The truck number from where the sample was collected: Load 1 Truck 12063
The batch plant ticket number from where the sample was collected: NA
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: Jobsite
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-12-05-71-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/26/2024
Date Tested: 12/12/2024
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 5.95 in
Average diameter of cylinder 2 5.96 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 5.96 in
Cross sectional area of cylinder 1 27.81 in^2
Cross sectional area of cylinder 2 27.9 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 27.9 in^2
Compressive strength (to nearest 10 psi) 5280 psi
Maximum load on cylinder 1 145398 lb
Maximum load on cylinder 2 149391 lb
Maximum load on cylinder 3 144339 lb
Maximum load on cylinder 4 148742 lb
Maximum load on cylinder 5 145121 lb
Maximum load on cylinder 6 148711 lb
Compressive strength of cylinder 1 5228.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5354.5 psi
Compressive strength of cylinder 3 5190.2 psi
Compressive strength of cylinder 4 5348.5 psi
Compressive strength of cylinder 5 5218.3 psi
Compressive strength of cylinder 6 5330.1 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 3
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