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Sample Record for 2022-01-20-59

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

Project Information

Project ID: 215164 DEA: 07317304 EFIS: 0715000237 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-60-0.0/R3.2,11.8/R21.5
Work Description: UPGRADE EXISTING OVERHEAD AND ROADSIDE SIGN PANELS.
Location Description: LOS ANGELS COUNTY FROM 0.4 MILE WEST OF ROUTE 5/60 SEPARATION TO ROUTE 60/710 SEPARATION AND FROM ROUTE 60/605 SEPARATION TO FAIRWAY DRIVE UNDERCROSSING
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 CONSTRUCTION CIRCLE WEST, IRVINE CA 92606
Resident Engineer: Myrna Dominguez Structure Rep.: Avtar Bains

Sample Information

DIME Sample ID: 2022-01-20-59
TL Number from the TL Form: 21082502
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: 01/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: PCC cylinders CIDH Piles
From where was the sample collected: Job Site
Laboratory sample identification: 22-0019
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated

Material Information

The concrete mix design number: SL590330
The truck number from where the sample was collected: LOAD 1
The batch plant ticket number from where the sample was collected: 6799092
Concrete batch plant: Associated
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2022-01-20-59-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/17/2022
Date Tested: 02/17/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Compressive strength (to nearest 10 psi) 5280 psi
Maximum load on cylinder 1 149655 lb
Maximum load on cylinder 2 149788 lb
Compressive strength of cylinder 1 5275.1 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5279.8 psi
Type of fracture pattern of cylinder 2 2
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
Age of specimen 28 days
Age of specimen in hours 0 hours