Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994966 DEA: 073255U4 EFIS: 0722000129
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-20.2/26
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLANE AC
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND IRWINDALE FROM ROUTE 10/605 SEPARATION TO 0.2 MILE NORTH OF ROUTE 210/605 SEPARATION
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Steven Taing Structure Rep.: Unknown
DIME Sample ID: 2024-06-15-20
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: 06/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2024
The quantity of what the sample constitutes: 33 cu. yd.
A brief description of the sample: LCB-RS
From where was the sample collected: Job Site
Laboratory sample identification: 24-1485
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-30-EHI
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: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-06-15-20-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/25/2024
Date Tested: 06/22/2024
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) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
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6.01 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
5020 psi
|
Maximum load on cylinder 1
|
145436 lb
|
Maximum load on cylinder 2
|
138630 lb
|
Type of fracture pattern of cylinder 1
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1
|
Type of fracture pattern of cylinder 2
|
6
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
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0 hours
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