Sample Record for 2024-10-03-91
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh
Sample Information
DIME Sample ID: 2024-10-03-91
TL Number from the TL Form: NA
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: 10/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-291
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: na
Material Information
The concrete mix design number: 564663
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: 564663
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
Test 1 of 2
DIME Test ID: 2024-10-03-91-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/17/2024
Date Tested: 10/17/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
3440 psi
|
|
Maximum load on cylinder 1
|
43205 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 2
DIME Test ID: 2024-10-03-91-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/04/2024
Date Tested: 10/31/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
3.99 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.5 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4000 psi
|
|
Maximum load on cylinder 1
|
50191 lb
|
|
Maximum load on cylinder 2
|
50026 lb
|
|
Maximum load on cylinder 3
|
50347 lb
|
|
Compressive strength of cylinder 1
|
4015.3 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
3960.9 psi
|
|
Compressive strength of cylinder 3
|
4027.8 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
