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Sample Record for 2026-04-01-50

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

Project Information

Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R73.7
Work Description: COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location Description: LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Ridwan Salman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-04-01-50
TL Number from the TL Form: 040126AT
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: 04/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2026
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCBRS cylinders
From where was the sample collected: Supplier
Laboratory sample identification: 26-077
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GEORGE TAROOP

Material Information

The concrete mix design number: 2024 LCBRS
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: NA
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

DIME Test ID: 2026-04-01-50-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/09/2026
Date Tested: 04/08/2026
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.01 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.27 in^2
Compressive strength (to nearest 10 psi) 770 psi
Maximum load on cylinder 1 20091 lb
Maximum load on cylinder 2 23566 lb
Maximum load on cylinder 3 22251 lb
Maximum load on cylinder 4 19608 lb
Maximum load on cylinder 5 23052 lb
Maximum load on cylinder 6 22098 lb
Compressive strength of cylinder 1 710.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 830.7 psi
Compressive strength of cylinder 3 784.3 psi
Compressive strength of cylinder 4 691.2 psi
Compressive strength of cylinder 5 812.5 psi
Compressive strength of cylinder 6 781.7 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data0 hours