Summary for Test 2025-09-29-55-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 1000437
DEA: 034H9704
EFIS: 0319000128
DIST-CO-RTE-PM03-SAC-5500-
Award Date11/01/2024
Closeout DateNot set
Work DescriptionHEATING VENTILATION AND AIR CONDITIONING REPLACEMENT, ROOF REPAIR.
Location DescriptionSACRAMENTO COUNTY IN RANCHO CORDOVA AT THE REGIONAL TRANSPORTATION MANAGEMENT CENTER, 3165 GOLD VALLEY DRIVE
QA Service Level1 (Verified on 08/28/2024)

Sample Information

Sample Taken Date09/29/2025 Sample Unique Key55
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/03/2025
Sample typeQuality Assurance A brief description of the sample4x8 concrete cylinders
The quantity of what the sample constitutes3 cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byGage Last name of sampler or witnessed bySteele
Title of samplerASR Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameLivingston's Transportation Laboratory (TL) Number293958
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameTMC Sidewalk Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number650213
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected25-000257
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2025-09-29-55
DIME Test ID: 2025-09-29-55-1
Testing Lab: CT SC - 3665 - Shingle Springs
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2025-10-31

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 10/27/2025
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 54430 lb
Maximum load on cylinder 2: 53000 lb
Maximum load on cylinder 3: 52170 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Correction factor for cylinder 3: 1.00
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.57 in^2
Cross sectional area of cylinder 3: 12.57 in^2
Compressive strength of cylinder 1: 4330.0 psi
Compressive strength of cylinder 2: 4220.0 psi
Compressive strength of cylinder 3: 4150 psi
Compressive strength (to nearest 10 psi): 4230 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters): Testing Performed by D10 Stockton Cherokee Lab

Test was verified on 10/31/2025