Project Information

Project ID: 1000416 DEA: 120S1104 EFIS: 1219000091 QA Service Level: 1

DIST-CO-RTE-PM: 12-ORA-22-R0.9/R9.4

Work Description: REPLACE CONCRETE BARRIER AND MODIFY LIGHTING SYSTEM.

Location Description: ORANGE FROM BOLSA CHICA ROAD OVERCROSSING IN GARDEN GROVE TO LEWIS STREET OVERCROSSING IN ORANGE

Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.

Contractor Address: 2900 Bristol Street Suite D204, Costa Mesa, CA 92626

Resident Engineer: Arezo Ghiam Structure Rep.: Maheshwarlal Kapoor

Sample Information

DIME Sample ID: 2025-02-26-48

TL Number from the TL Form:

Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory

Sample Organization Contact: 9492798846

Type of Sample: Quality Assurance

Type of Material: Concrete

Sample Taken Date: 02/26/2025

Date that the sample was received by the laboratory/organization performing the testing: 02/27/2025

The quantity of what the sample constitutes: 6

A brief description of the sample: 4x8 concrete cylinders

From where was the sample collected: Job Site

Laboratory sample identification: 25-0051

Structure unique identifier:

Structure name:

The fabricator/manufacturer/facility name: NATIONAL - IRVINE

Material Information

The concrete mix design number: S59C456T10

The truck number from where the sample was collected:

The batch plant ticket number from where the sample was collected: 174092

Concrete batch plant:

The fabricator/manufacturer designation for the sample:

A detailed description of where the material sample was collected: Concrete from wheelbarrow

Where the material sample would have been placed if not sampled: Barrier Foundation 6+02~13+22

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2025-02-26-48-1

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Verified Date: 03/20/2025

Date Tested: 02/13/2025

Submitted By Organization: CT D12 - Huntington Beach Field Laboratory

Organization Address: 19601 Beach Boulevard,

Organization City: Huntington Beach

Organization State: CA

Organization Zipcode: 92648

Organization Email: frank.mai@dot.ca.gov

Organization Phone: (949) 279-8846

General Comments for this Test:

Test Result Compliance:

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	3.99 in
Average diameter of cylinder 3	4.00 in
Cross sectional area of cylinder 1	12.63 in^2
Cross sectional area of cylinder 2	12.5 in^2
Cross sectional area of cylinder 3	12.57 in^2
Compressive strength (to nearest 10 psi)	2780 psi
Maximum load on cylinder 1	38730 lb
Maximum load on cylinder 2	33630 lb
Maximum load on cylinder 3	32640 lb
Compressive strength of cylinder 1	3066.5 psi
Type of fracture pattern of cylinder 1	1
Compressive strength of cylinder 2	2690.4 psi
Compressive strength of cylinder 3	2596.7 psi
Type of fracture pattern of cylinder 2	1
Type of fracture pattern of cylinder 3	1
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	no data0 days
Age of specimen in hours	no data0 hours

Test 2 of 2

DIME Test ID: 2025-02-26-48-2