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: 2024-05-09-78
TL Number from the TL Form: 07-327604-01
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: 05/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2024
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: 24-082
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons Redlands
The concrete mix design number: SC675B34
The truck number from where the sample was collected: 13
The batch plant ticket number from where the sample was collected: 826931
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: 2024-05-09-78-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/06/2024
Date Tested: 05/16/2024
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) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
|
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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12.63 in^2
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Cross sectional area of cylinder 3
|
12.63 in^2
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Compressive strength (to nearest 10 psi)
|
4250 psi
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Maximum load on cylinder 1
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55272 lb
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Maximum load on cylinder 2
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51994 lb
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Maximum load on cylinder 3
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54086 lb
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Compressive strength of cylinder 1
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4355.6 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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4116.7 psi
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|
Compressive strength of cylinder 3
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4282.3 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
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
7 days
|
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-05-09-78-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/06/2024
Date Tested: 05/23/2024
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) 407-6963
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
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Cross sectional area of cylinder 2
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12.63 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)
|
4760 psi
|
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Maximum load on cylinder 1
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57890 lb
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Maximum load on cylinder 2
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61349 lb
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Maximum load on cylinder 3
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61302 lb
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Compressive strength of cylinder 1
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4583.5 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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4857.4 psi
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|
Compressive strength of cylinder 3
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4853.7 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
|
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
|
1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-05-09-78-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/06/2024
Date Tested: 06/06/2024
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) 407-6963
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
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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)
|
5700 psi
|
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Maximum load on cylinder 1
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74223 lb
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Maximum load on cylinder 2
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71268 lb
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Maximum load on cylinder 3
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70595 lb
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Compressive strength of cylinder 1
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5876.7 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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5642.8 psi
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|
Compressive strength of cylinder 3
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5589.5 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
|
1
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Correction factor for cylinder 2
|
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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