Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212720 DEA: 07291404 EFIS: 0712000094
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-55-58
Work Description: TRANCAS CREEK BRIDGE REPLACEMENT
Location Description: IN LOS ANGELES IN CITY OF MALIBU AT TRANCAS CREEK BRIDGE (53-0027).
Contractor Name: STACY AND WITBECK, INC.
Contractor Address: 3939 Atlantic Ave Suite 114, Long Beach, CA 90807
Resident Engineer: Gilbert Trujillo Structure Rep.: Frank Lofti
DIME Sample ID: 2022-11-23-18
TL Number from the TL Form: None provided
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: 11/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/28/2022
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: 22-0358
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Associated Ready Mix
The concrete mix design number: 557237SP
The truck number from where the sample was collected: 0458
The batch plant ticket number from where the sample was collected: 6121508
Concrete batch plant: Associated Ready Mix
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: 2022-11-23-18-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/08/2022
Date Tested: 12/07/2022
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
|
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)
|
4400 psi
|
Maximum load on cylinder 1
|
57406 lb
|
Maximum load on cylinder 2
|
55165 lb
|
Maximum load on cylinder 3
|
54531 lb
|
Compressive strength of cylinder 1
|
4545.2 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4347.1 psi
|
Compressive strength of cylinder 3
|
4317.6 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
|
14 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2022-11-23-18-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/21/2022
Date Tested: 12/21/2022
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
|
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)
|
5260 psi
|
Maximum load on cylinder 1
|
67593 lb
|
Maximum load on cylinder 2
|
67074 lb
|
Maximum load on cylinder 3
|
65228 lb
|
Compressive strength of cylinder 1
|
5326.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5285.6 psi
|
Compressive strength of cylinder 3
|
5164.5 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
|