Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214903 DEA: 074W5404 EFIS: 0719000003
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14,138-VAR
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHCRYLATE & REPLACE JOINT SEALS.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: TRUESDELL CORPORATION OF CALIFORNIA, INC.
Contractor Address: 1310 W 23rd St, Tempe, AZ 85282
Resident Engineer: Mohammad Khan Structure Rep.: Chanh Tong
DIME Sample ID: 2020-09-10-11
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cucamonga
Sample Organization Contact: (909) 989-1751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2020
The quantity of what the sample constitutes: 15
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Short Load Concrete
The concrete mix design number: CTS-70-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 8
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: TRIAL BATCH
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-09-10-11-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/18/2020
Date Tested: 09/12/2020
Submitted By Organization: RMA Group - Rancho Cucamonga
Organization Address: 12130 Santa Margarita Court,
Organization City: Rancho Cucamonga
Organization State: CA
Organization Zipcode: 91730
Organization Email: cbachler@rmacompanies.com
Organization Phone: (909) 989-1751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
5
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Average diameter of cylinder 3
|
6.00 in
|
|
Average diameter of cylinder 4
|
6.02 in
|
|
Average diameter of cylinder 5
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.27 in^2
|
|
Cross sectional area of cylinder 4
|
28.46 in^2
|
|
Cross sectional area of cylinder 5
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6100 psi
|
|
Maximum load on cylinder 1
|
165270 lb
|
|
Maximum load on cylinder 2
|
172720 lb
|
|
Maximum load on cylinder 3
|
175920 lb
|
|
Maximum load on cylinder 4
|
177180 lb
|
|
Maximum load on cylinder 5
|
175190 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Type of fracture pattern of cylinder 4
|
3
|
|
Type of fracture pattern of cylinder 5
|
3
|
|
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
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data0 hours
|
