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Sample Record for 2026-04-18-24

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Project Information

Project ID: 995193 DEA: 07356604 EFIS: 0719000026 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-605-R10.2/20.2
Work Description: LANE & SLAB REPLACEMENT, COLD PLANE & HMA OVERLAY.
Location Description: LOS ANGELES COUNTY IN SANTA FE SPRINGS, PICO RIVERA, WHITTIER, CITY OF INDUSTRY AND EL MONTE FROM TELEGRAPH ROAD UNDERCROSSING TO ROUTE 605/10 SEPARATION
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Jerome Arabe Structure Rep.: Oanh Bui

Sample Information

DIME Sample ID: 2026-04-18-24
TL Number from the TL Form: 041826
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: 04/18/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/18/2026
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6x12 LCBRS cylinders
From where was the sample collected: Supplier
Laboratory sample identification: 26-1328, 26-1329, 26-1330
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

The concrete mix design number: T35skRSLBC
The truck number from where the sample was collected: 3
The batch plant ticket number from where the sample was collected: 3
Concrete batch plant: Martin Marietta
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.:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-04-18-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/29/2026
Date Tested: 04/25/2026
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 6
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 6.01 in
Average diameter of cylinder 2 6.01 in
Average diameter of cylinder 3 6.01 in
Average diameter of cylinder 4 6.01 in
Average diameter of cylinder 5 6.01 in
Average diameter of cylinder 6 6.01 in
Cross sectional area of cylinder 1 28.37 in^2
Cross sectional area of cylinder 2 28.37 in^2
Cross sectional area of cylinder 3 28.37 in^2
Cross sectional area of cylinder 4 28.37 in^2
Cross sectional area of cylinder 5 28.37 in^2
Cross sectional area of cylinder 6 28.37 in^2
Compressive strength (to nearest 10 psi) 3640 psi
Maximum load on cylinder 1 102879 lb
Maximum load on cylinder 2 105354 lb
Maximum load on cylinder 3 103473 lb
Maximum load on cylinder 4 98545 lb
Maximum load on cylinder 5 103078 lb
Maximum load on cylinder 6 106089 lb
Compressive strength of cylinder 1 3626.3 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 3713.6 psi
Compressive strength of cylinder 3 3647.3 psi
Compressive strength of cylinder 4 3473.6 psi
Compressive strength of cylinder 5 3633.3 psi
Compressive strength of cylinder 6 3739.5 psi
Type of fracture pattern of cylinder 2 2
Type of fracture pattern of cylinder 3 2
Type of fracture pattern of cylinder 4 2
Type of fracture pattern of cylinder 5 2
Type of fracture pattern of cylinder 6 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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 7 days
Age of specimen in hours no data0 hours