Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993162 DEA: 07319104 EFIS: 0716000017
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.8
Work Description: ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR
Contractor Name: RV Concrete
Contractor Address: 605 E Commercial Street, Anaheim, CA 92801
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2022-07-24-9
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: 07/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2022
The quantity of what the sample constitutes: 125 cu. yd.
A brief description of the sample: JPCP-CYLINDERS @ 42 days
From where was the sample collected: Job Site
Laboratory sample identification: 22-1901
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RVC
The concrete mix design number: G3-19-PCC-172
The truck number from where the sample was collected:
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: Discharge from concrete truck into conveyor chute to loader bucket
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-07-24-9-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/09/2022
Date Tested: 09/05/2022
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) 817-0387
General Comments for this Test: 07-319104sp (section 40) Compressive Strength vs. Modulus of Rupture (650 psi @ 42-day)
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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5.97 in
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Average diameter of cylinder 2
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5.97 in
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Average diameter of cylinder 3
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5.98 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Cross sectional area of cylinder 3
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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160 psi
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Maximum load on cylinder 1
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4460 lb
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Maximum load on cylinder 2
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4380 lb
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Maximum load on cylinder 3
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4250 lb
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Compressive strength of cylinder 1
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159.3 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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156.5 psi
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Compressive strength of cylinder 3
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151.3 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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None
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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42 days
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Age of specimen in hours
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0 hours
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