Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993409 DEA: 07327604 EFIS: 0716000132
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-39-32.2/38.4
Work Description: INSTALL GUARDRAILS AND CONSTRUCT RETAINING WALLS.
Location Description: LOS ANGELES COUNTY NEAR AZUSA AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF NORTH FORK SAN GABRIEL RIVER OVERCROSSING TO 0.3 MILE NORTH CRYSTAL LAKE ROAD
Contractor Name: Bosco Inc
Contractor Address: 21353 Mayall St, Chatsworth, CA 91311
Resident Engineer: JOE DOUGHLY Structure Rep.: Nelson Parada
DIME Sample ID: 2024-06-21-57
TL Number from the TL Form: 07-327604-02
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: 06/21/2024
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: 24-159
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Redlands
The concrete mix design number: SC675B24
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Robertsons Redlands
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: 2024-06-21-57-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/01/2024
Date Tested: 06/28/2024
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:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3590 psi
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Maximum load on cylinder 1
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44580 lb
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Maximum load on cylinder 2
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46201 lb
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Maximum load on cylinder 3
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44666 lb
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Compressive strength of cylinder 1
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3529.7 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3675.5 psi
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Compressive strength of cylinder 3
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3553.4 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-06-21-57-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/23/2024
Date Tested: 07/19/2024
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
|
4.02 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.01 in
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
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Compressive strength (to nearest 10 psi)
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4880 psi
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Maximum load on cylinder 1
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60150 lb
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Maximum load on cylinder 2
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66625 lb
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Maximum load on cylinder 3
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58052 lb
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Compressive strength of cylinder 1
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4740.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5300.3 psi
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Compressive strength of cylinder 3
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4596.4 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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