Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000604 DEA: 07355604 EFIS: 0719000014
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R2.0
Work Description: CONSTRUCT A MAINTENANCE EQUIPMENT TRAINING CENTER.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT 0.1 MILE WEST OF ROUTE 105/405 SEPARATION
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Shahnam Shahriari Structure Rep.: Quan Ho
DIME Sample ID: 2026-05-12-44
TL Number from the TL Form: NA
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: 05/12/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2026
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: 26-134
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A&A Ready Mix
The concrete mix design number: NA
The truck number from where the sample was collected: 0651
The batch plant ticket number from where the sample was collected: 7774236
Concrete batch plant: AAA Ready Mix Concrete
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-12-44-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/19/2026
Date Tested: 05/19/2026
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: 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 C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
4.01 in
|
|
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
|
12.63 in^2
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Cross sectional area of cylinder 2
|
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)
|
2810 psi
|
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Maximum load on cylinder 1
|
36546 lb
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Maximum load on cylinder 2
|
35339 lb
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Maximum load on cylinder 3
|
34655 lb
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Compressive strength of cylinder 1
|
2893.6 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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2798.0 psi
|
|
Compressive strength of cylinder 3
|
2743.9 psi
|
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2026-05-12-44-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/26/2026
Date Tested: 05/26/2026
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: 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 C1231 - Unbonded Elastomeric Pad 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)
|
3660 psi
|
|
Maximum load on cylinder 1
|
47357 lb
|
|
Maximum load on cylinder 2
|
47071 lb
|
|
Maximum load on cylinder 3
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44376 lb
|
|
Compressive strength of cylinder 1
|
3749.6 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
3726.9 psi
|
|
Compressive strength of cylinder 3
|
3513.5 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
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
|
no data0 hours
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DIME Test ID: 2026-05-12-44-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/09/2026
Date Tested: 06/09/2026
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.02 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
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12.69 in^2
|
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Compressive strength (to nearest 10 psi)
|
4650 psi
|
|
Maximum load on cylinder 1
|
59288 lb
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Maximum load on cylinder 2
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59489 lb
|
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Maximum load on cylinder 3
|
57607 lb
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Compressive strength of cylinder 1
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4694.2 psi
|
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
|
4710.1 psi
|
|
Compressive strength of cylinder 3
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4539.6 psi
|
|
Type of fracture pattern of cylinder 2
|
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)
|
no data
|
|
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
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28 days
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Age of specimen in hours
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no data0 hours
|
