Summary for Test 2023-12-21-19-1

Test performed: ASTM C39-18

Project Information

Project IdentifiersProject ID: 994309
DEA: 033H5404
EFIS: 0318000012
DIST-CO-RTE-PM03-BUT-70-46.0/47.0
Award Date02/10/2023
Closeout DateNot set
Work DescriptionRAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location DescriptionBUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date12/21/2023 Sample Unique Key19
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 testing12/22/2023
Sample typeQuality Assurance A brief description of the samplePCC
The quantity of what the sample constitutesWall 1 Piles 247,249,251,253,255,258 From where was the sample collectedJob Site
First name of sampler or witnessed byJason Last name of sampler or witnessed byCharmbury
Title of sampler Telephone number of sampler5303206459
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction, Shasta Redi-Mix, Redding, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numberCT-675SLA50
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected84350
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedOn Job Site at Concrete Truck Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-12-21-19
DIME Test ID: 2023-12-21-19-1
Testing Lab: CT D03 - Chico Field Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2024-01-18

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Brad McKeehan
Date of test: 01/18/2024
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 86150 lb
Maximum load on cylinder 2: 84030 lb
Maximum load on cylinder 3: 79880 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
Correction factor for cylinder 2: 1
Correction factor for cylinder 3: 1
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: 6853.6 psi
Compressive strength of cylinder 2: 6685.0 psi
Compressive strength of cylinder 3: 6354.8 psi
Compressive strength (to nearest 10 psi): 6630 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/18/2024