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Sample Record for 2024-03-20-80

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

Project Information

Project ID: 215314 DEA: 07333004 EFIS: 0716000298 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,5-15.1/22.9
Work Description: PROJECT PILOT 1
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Contractor Name: Powell Constructors, Inc.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Jerome Arabe Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2024-03-20-80
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: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 03/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2024
The quantity of what the sample constitutes: 50 CY
A brief description of the sample: JPCP-CYLINDERS @ 42 days
From where was the sample collected: Job Site
Laboratory sample identification: 24-0497
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix

Material Information

The concrete mix design number: 1625995
The truck number from where the sample was collected: 67821
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: Truck Chute
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: 2024-03-20-80-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/02/2024
Date Tested: 05/02/2024
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: SB Rte. 5 @ Calzona Off-Ramp
Test Result Compliance:
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 6.03 in
Average diameter of cylinder 2 6.04 in
Average diameter of cylinder 3 6.04 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.65 in^2
Cross sectional area of cylinder 3 28.65 in^2
Compressive strength (to nearest 10 psi) 5840 psi
Maximum load on cylinder 1 166384 lb
Maximum load on cylinder 2 166986 lb
Maximum load on cylinder 3 167625 lb
Compressive strength of cylinder 1 5825.8 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 5828.5 psi
Compressive strength of cylinder 3 5850.8 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 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
Age of specimen 42 days
Age of specimen in hours no data0 hours