Project Information

Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 QA Service Level: 1

DIST-CO-RTE-PM: 06-MAD-41-6.2/9.2

Work Description: FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE

Location Description: MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE

Contractor Name: CAL VALLEY CONSTRUCTION

Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722

Resident Engineer: Ryan Wilson Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2023-12-14-27

TL Number from the TL Form:

Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory

Sample Organization Contact: (559) 341-3953

Type of Sample: Department Acceptance

Type of Material: Concrete

Sample Taken Date: 12/14/2023

Date that the sample was received by the laboratory/organization performing the testing: 12/15/2023

The quantity of what the sample constitutes: 300

A brief description of the sample: PCC cylinders

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier:

Structure name: Drainage System 12

The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Sanger

Material Information

The concrete mix design number: ND22023

The truck number from where the sample was collected: 3

The batch plant ticket number from where the sample was collected: 1348697

Concrete batch plant: Builders Concrete

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: NB DS 12 Culvert and parapet

From Lot No.:

Bag Lot No.:

Test Results

Test 1 of 2

DIME Test ID: 2023-12-14-27-1

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

Verified Date: 12/21/2023

Date Tested: 12/21/2023

Submitted By Organization: CT D06 - Millbrook Field Laboratory

Organization Address: 1352 W. Olive Ave,

Organization City: Fresno

Organization State: CA

Organization Zipcode: 93728

Organization Email: tomas.silva@dot.ca.gov

Organization Phone: (559) 417-5341

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	4.00 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	12.57 in^2
Cross sectional area of cylinder 3	12.57 in^2
Compressive strength (to nearest 10 psi)	5320 psi
Maximum load on cylinder 1	67360 lb
Maximum load on cylinder 2	67240 lb
Maximum load on cylinder 3	66200 lb
Compressive strength of cylinder 1	5333.3 psi
Type of fracture pattern of cylinder 1	2
Compressive strength of cylinder 2	5349.2 psi
Compressive strength of cylinder 3	5266.5 psi
Type of fracture pattern of cylinder 2	2
Type of fracture pattern of cylinder 3	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
Age of specimen	7 days
Age of specimen in hours	no data0 hours

Test 2 of 2

DIME Test ID: 2023-12-14-27-2