Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Vladimir Gurfinkel Structure Rep.: Unknown
DIME Sample ID: 2024-04-23-52
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: 04/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: Concrete Cylinders LCB RSC
From where was the sample collected: Job Site
Laboratory sample identification: 24-0729
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: LOAD 2
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: Transit Truck Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-23-52-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/30/2024
Date Tested: 04/30/2024
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: Rte. 27 @ Topanga Canyon Blvd & Roscoe St.
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?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
6.03 in
|
Average diameter of cylinder 2
|
6.03 in
|
Cross sectional area of cylinder 1
|
28.56 in^2
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
Compressive strength (to nearest 10 psi)
|
2390 psi
|
Maximum load on cylinder 1
|
65990 lb
|
Maximum load on cylinder 2
|
70348 lb
|
Compressive strength of cylinder 1
|
2310.6 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
2463.2 psi
|
Type of fracture pattern of cylinder 2
|
2
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
0 hours
|