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Sample Record for 2024-02-22-11

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Project Information

Project ID: 994968 DEA: 120M82C4 EFIS: 1219000036 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-7.9/10.5
Work Description: Place RHMA-G and minor concrete and modify electrical system.
Location Description: In Orange County In Laguna Beach, On State Route 1 (Also Known As Pacific Coast Highway Or Sr-1) From Ruby Street (Pm 7.9) To Ledroit
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Artin Merati Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-22-11
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Department Acceptance
Type of Material: Concrete Core
Sample Taken Date: 02/22/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2024
The quantity of what the sample constitutes: 3 pcs
A brief description of the sample: 3 1/4"x8" concrete core samples
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Caltrans METS

Material Information

Detail description: concrete core samples 3in x 8in
Structure names: PCH sidewalk deck
Type of material: Core samples
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-02-22-11-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 03/20/2024
Date Tested: 02/29/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Cross sectional area of cylinder 1 8.71 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 4940 psi
Average diameter of cylinder 1 3.33 in
Maximum load on cylinder 1 43030 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) CORE D1 63.5CL, R12CL
Correction factor for cylinder 1 1
Age of specimen 1 days

Test 2 of 3

DIME Test ID: 2024-02-22-11-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 03/20/2024
Date Tested: 02/29/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Cross sectional area of cylinder 1 8.71 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 4910 psi
Average diameter of cylinder 1 3.33 in
Maximum load on cylinder 1 42740 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) CORE D2 188.25, R13.5
Correction factor for cylinder 1 1
Age of specimen 1 days

Test 3 of 3

DIME Test ID: 2024-02-22-11-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Cured in accordance with ASTM C511
Verified Date: 03/20/2024
Date Tested: 02/29/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Cross sectional area of cylinder 1 8.71 in^2
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 6230 psi
Average diameter of cylinder 1 3.33 in
Maximum load on cylinder 1 54260 lb
Type of fracture pattern of cylinder 1 2
Comment on any defect in either specimen or caps (Max 250 Characters) CORE D3 278, R13.5
Correction factor for cylinder 1 1
Age of specimen 1 days