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Sample Record for 2024-11-01-57

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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: 2024-11-01-57
TL Number from the TL Form:
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 11/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2024
The quantity of what the sample constitutes: 10 Cy
A brief description of the sample: Celes St, CA-27
From where was the sample collected: Job Site
Laboratory sample identification: 24-3368
Structure unique identifier:
Structure name: C-46, Celes St. and CA-27
The fabricator/manufacturer/facility name: CA Rasmussen Inc.

Material Information

The concrete mix design number: S30C396LOA
The truck number from where the sample was collected: 1
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: Job site
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: 2024-11-01-57-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/26/2024
Date Tested: 11/08/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
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 6.03 in
Average diameter of cylinder 2 6.02 in
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 6.03 in
Average diameter of cylinder 5 6.00 in
Average diameter of cylinder 6 6.02 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.46 in^2
Cross sectional area of cylinder 3 28.27 in^2
Cross sectional area of cylinder 4 28.56 in^2
Cross sectional area of cylinder 5 28.27 in^2
Cross sectional area of cylinder 6 28.46 in^2
Compressive strength (to nearest 10 psi) 620 psi
Maximum load on cylinder 1 16168 lb
Maximum load on cylinder 2 17793 lb
Maximum load on cylinder 3 16076 lb
Maximum load on cylinder 4 18907 lb
Maximum load on cylinder 5 17511 lb
Maximum load on cylinder 6 19639 lb
Compressive strength of cylinder 1 566.1 psi
Type of fracture pattern of cylinder 1 6
Compressive strength of cylinder 2 625.2 psi
Compressive strength of cylinder 3 568.7 psi
Compressive strength of cylinder 4 662 psi
Compressive strength of cylinder 5 619.4 psi
Compressive strength of cylinder 6 690.1 psi
Type of fracture pattern of cylinder 2 6
Type of fracture pattern of cylinder 3 5
Type of fracture pattern of cylinder 4 6
Type of fracture pattern of cylinder 5 5
Type of fracture pattern of cylinder 6 6
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 168 hours