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Testing Report for 2021-04-22-11-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 080Q75U4
EFIS: 0817000114
Project ID: 213746
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Work Description: REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ashraf Mohamed
Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2021-04-22-11
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 4/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 4/26/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 999-422
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SLC

Material Information

The concrete mix design number: CTS 30 RAM
The truck number from where the sample was collected: 14
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Vineyard off ramp lane 2 WB R60
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-04-22-11-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 4/29/2021
Verified Date: 4/29/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.00 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: 28.27 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.27 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): 1090 psi
Maximum load on cylinder 1: 31470 lb
Maximum load on cylinder 2: 30150 lb
Maximum load on cylinder 3: 30735 lb
Maximum load on cylinder 4: 30425 lb
Maximum load on cylinder 5: 30975 lb
Maximum load on cylinder 6: 30795 lb
Compressive strength of cylinder 1: 1109.3 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 1066.5 psi
Compressive strength of cylinder 3: 1083.4 psi
Compressive strength of cylinder 4: 1076.2 psi
Compressive strength of cylinder 5: 1091.8 psi
Compressive strength of cylinder 6: 1085.5 psi
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 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
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 data