Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215697 DEA: 07318204 EFIS: 0715000286
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-Route 1-4.0/4.2
Work Description: CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description: near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
Contractor Name: Flatiron/Drill Tech, a Joint Venture
Contractor Address: 15335 Fairfield Ranch Rd, Chino Hills, CA 91709
Resident Engineer: Saeid Shakeri Structure Rep.: Azizollah Maghsoudloo
DIME Sample ID: 2023-10-20-34
TL Number from the TL Form: 102023
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: 10/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2023
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: 23-492
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associate Ready mixed Concrete
The concrete mix design number: 557237SPC
The truck number from where the sample was collected: 4
The batch plant ticket number from where the sample was collected: 7092075
Concrete batch plant: Associated Ready Mix Concrete
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: 2023-10-20-34-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/30/2023
Date Tested: 10/27/2023
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
|
4.01 in
|
Average diameter of cylinder 2
|
4.02 in
|
Average diameter of cylinder 3
|
4.03 in
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
Cross sectional area of cylinder 3
|
12.76 in^2
|
Compressive strength (to nearest 10 psi)
|
4020 psi
|
Maximum load on cylinder 1
|
50672 lb
|
Maximum load on cylinder 2
|
51426 lb
|
Maximum load on cylinder 3
|
50975 lb
|
Compressive strength of cylinder 1
|
4012.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4052.5 psi
|
Compressive strength of cylinder 3
|
3994.9 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
|
7 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-10-20-34-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/03/2023
Date Tested: 11/03/2023
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
|
4.02 in
|
Average diameter of cylinder 2
|
4.02 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
4860 psi
|
Maximum load on cylinder 1
|
58328 lb
|
Maximum load on cylinder 2
|
63074 lb
|
Maximum load on cylinder 3
|
63337 lb
|
Compressive strength of cylinder 1
|
4596.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4970.4 psi
|
Compressive strength of cylinder 3
|
5014.8 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
|
14 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-10-20-34-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/17/2023
Date Tested: 11/17/2023
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
|
4.03 in
|
Average diameter of cylinder 2
|
4.01 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
5550 psi
|
Maximum load on cylinder 1
|
70391 lb
|
Maximum load on cylinder 2
|
72100 lb
|
Maximum load on cylinder 3
|
68639 lb
|
Compressive strength of cylinder 1
|
5516.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5708.6 psi
|
Compressive strength of cylinder 3
|
5434.6 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
|
0 hours
|