Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993162 DEA: 07319104 EFIS: 0716000017
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-91-R11.8
Work Description: ADJUST VERTICAL CLEARANCE WITH ROADWAY EXCAVATION AND PLACE JPCP.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AT NORTHBOUND ROUTE 710 TO EASTBOUND ROUTE 91 CONNECTOR
Contractor Name: RV Concrete
Contractor Address: 605 E Commercial Street, Anaheim, CA 92801
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2022-08-17-92
TL Number from the TL Form: 22-2166
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: 08/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x6x21 beams
From where was the sample collected: Job Site
Laboratory sample identification: 22-2166
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RVC
The concrete mix design number: G3-19-PCC-172
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: RVC
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Skip loader
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-08-17-92-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/10/2022
Date Tested: 09/28/2022
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
|
3
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
6.04 in
|
Average diameter of cylinder 2
|
6.01 in
|
Average diameter of cylinder 3
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.65 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Cross sectional area of cylinder 3
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
4630 psi
|
Maximum load on cylinder 1
|
130083 lb
|
Maximum load on cylinder 2
|
132457 lb
|
Maximum load on cylinder 3
|
133414 lb
|
Compressive strength of cylinder 1
|
4540.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4668.9 psi
|
Compressive strength of cylinder 3
|
4687.8 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)
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no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
0 hours
|