Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214671 DEA: 07303904 EFIS: 0714000044
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.2/37.2
Work Description: LANE REPLACEMENT
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
Contractor Name: Sierra Landscape Development Inc.
Contractor Address: 2209 1/2 Chico Ave., South El Monte CA, 91733
Resident Engineer: Hai Hong Structure Rep.: Unknown
DIME Sample ID: 2022-03-12-17
TL Number from the TL Form: 22-0445
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: 03/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2022
The quantity of what the sample constitutes: 150 Cy
A brief description of the sample: PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0445
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Security Paving batch plant
The concrete mix design number: G3-22-LRS-271
The truck number from where the sample was collected: 44
The batch plant ticket number from where the sample was collected: 44
Concrete batch plant: 44
The fabricator/manufacturer designation for the sample: 44
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: EB10 LN3 Vincent and Pacific
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-03-12-17-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/21/2022
Date Tested: 03/19/2022
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)
|
2610 psi
|
Maximum load on cylinder 1
|
76374 lb
|
Maximum load on cylinder 2
|
71697 lb
|
Compressive strength of cylinder 1
|
2692.1 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
2527.2 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
|
7 days
|
Age of specimen in hours
|
1600 hours
|