Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993336 DEA: 07328804 EFIS: 0716000183
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R54.4/R54.8
Work Description: BUILDING WORK.
Location Description: LOS ANGELES COUNTY IN SANTA CLARITA FROM NORTHBOUND OFF-RAMP TO NORTHBOUND ON-RAMP CASTAIC WEIGH STATION
Contractor Name: Kanaan Construction Inc.
Contractor Address: 230 S Irwindale Ave, Azusa, CA 91702
Resident Engineer: Mohammad Zakir Khan Structure Rep.: Unknown
DIME Sample ID: 2022-11-14-47
TL Number from the TL Form: 221114
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: 11/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2022
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: 22-0357
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1987
The batch plant ticket number from where the sample was collected: 1030581
Concrete batch plant: Robertsons
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.:
DIME Test ID: 2022-11-14-47-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/28/2022
Date Tested: 11/28/2022
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3680 psi
|
|
Maximum load on cylinder 1
|
104110 lb
|
|
Maximum load on cylinder 2
|
103408 lb
|
|
Compressive strength of cylinder 1
|
3694.5 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
3669.6 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
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-11-14-47-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/12/2022
Date Tested: 12/12/2022
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
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4000 psi
|
|
Maximum load on cylinder 1
|
110818 lb
|
|
Maximum load on cylinder 2
|
114886 lb
|
|
Compressive strength of cylinder 1
|
3932.5 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4076.9 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
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-11-14-47-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/03/2023
Date Tested: 12/26/2022
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
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4820 psi
|
|
Maximum load on cylinder 1
|
135974 lb
|
|
Maximum load on cylinder 2
|
136781 lb
|
|
Compressive strength of cylinder 1
|
4809.8 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4838.4 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
|
42 days
|
|
Age of specimen in hours
|
0 hours
|
