Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214697 DEA: 07307104 EFIS: 0714000213
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Sam Toutounchian Structure Rep.: Darwin Vargas
DIME Sample ID: 2024-06-22-9
TL Number from the TL Form:
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: 06/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2024
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: 24-160
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
The concrete mix design number: S72C443T1U
The truck number from where the sample was collected: 15
The batch plant ticket number from where the sample was collected: 726902
Concrete batch plant: National Ready Mix Concrete Canoga
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: 2024-06-22-9-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/26/2024
Date Tested: 06/25/2024
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) 817-0387
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
|
4.01 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
2810 psi
|
Maximum load on cylinder 1
|
32970 lb
|
Maximum load on cylinder 2
|
36286 lb
|
Maximum load on cylinder 3
|
36991 lb
|
Compressive strength of cylinder 1
|
2,610.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
2,886.7 psi
|
Compressive strength of cylinder 3
|
2,928.8 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
3 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/01/2024
Date Tested: 06/29/2024
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) 817-0387
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
|
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)
|
3480 psi
|
Maximum load on cylinder 1
|
43059 lb
|
Maximum load on cylinder 2
|
43374 lb
|
Maximum load on cylinder 3
|
45931 lb
|
Compressive strength of cylinder 1
|
3,374.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3,434.2 psi
|
Compressive strength of cylinder 3
|
3,636.7 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/10/2024
Date Tested: 07/10/2024
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) 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
|
4.00 in
|
Average diameter of cylinder 3
|
3.99 in
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.5 in^2
|
Compressive strength (to nearest 10 psi)
|
4400 psi
|
Maximum load on cylinder 1
|
54988 lb
|
Maximum load on cylinder 2
|
56036 lb
|
Maximum load on cylinder 3
|
54876 lb
|
Compressive strength of cylinder 1
|
4,353.8 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4,457.9 psi
|
Compressive strength of cylinder 3
|
4,390.1 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
18 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/05/2024
Date Tested: 07/20/2024
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) 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
|
4.01 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.63 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)
|
4860 psi
|
Maximum load on cylinder 1
|
62293 lb
|
Maximum load on cylinder 2
|
60795 lb
|
Maximum load on cylinder 3
|
61111 lb
|
Compressive strength of cylinder 1
|
4,932.1 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4,813.5 psi
|
Compressive strength of cylinder 3
|
4,838.6 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/05/2024
Date Tested: 08/03/2024
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) 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
|
4.00 in
|
Average diameter of cylinder 2
|
4.01 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.57 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
|
70121 lb
|
Maximum load on cylinder 2
|
68580 lb
|
Maximum load on cylinder 3
|
71372 lb
|
Compressive strength of cylinder 1
|
5,578.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5,429.9 psi
|
Compressive strength of cylinder 3
|
5,651.0 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/19/2024
Date Tested: 08/17/2024
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) 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
|
4.01 in
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.63 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)
|
5700 psi
|
Maximum load on cylinder 1
|
71273 lb
|
Maximum load on cylinder 2
|
72678 lb
|
Maximum load on cylinder 3
|
71888 lb
|
Compressive strength of cylinder 1
|
5,643.2 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5,754.4 psi
|
Compressive strength of cylinder 3
|
5,691.8 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
56 days
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-06-22-9-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/19/2024
Date Tested: 08/17/2024
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) 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
|
4.01 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
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
5890 psi
|
Maximum load on cylinder 1
|
74116 lb
|
Maximum load on cylinder 2
|
74867 lb
|
Maximum load on cylinder 3
|
74456 lb
|
Compressive strength of cylinder 1
|
5,868.3 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5,899.7 psi
|
Compressive strength of cylinder 3
|
5,895.2 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
|
1.00
|
Correction factor for cylinder 2
|
1.00
|
Correction factor for cylinder 3
|
1.00
|
Age of specimen
|
56 days
|
Age of specimen in hours
|
no data0 hours
|