Print Report | Back to Sample Detail

Sample Record for 2023-08-26-6

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

Project Information

Project ID: 215100 DEA: 071XP904 EFIS: 0720000158 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75
Work Description: REPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD
Location Description: W/B LA-118 RESEDA BLVD
Contractor Name: Ornelas Construction
Contractor Address: 1024 N Maclay Ave Suite J, San Fernando, CA 91340
Resident Engineer: EFRAIM CHAVEZ Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-26-6
TL Number from the TL Form: 23082601
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: 08/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 23-397
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete

Material Information

The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Short load concrete
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 1 of 1

DIME Test ID: 2023-08-26-6-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/31/2023
Date Tested: 08/29/2023
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 2
Test performed With no density determined
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1 5.97 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 27.99 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 4810 psi
Maximum load on cylinder 1 133875 lb
Maximum load on cylinder 2 135619 lb
Compressive strength of cylinder 1 4783.0 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 4828.0 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 3 days
Age of specimen in hours no data0 hours